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UNet-like transformer for 1D soil stratification using cone penetration test and borehole data 利用锥入度试验和钻孔数据进行一维土壤分层的类 UNet 变压器
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-09 DOI: 10.1016/j.enggeo.2024.107795
Xiaoqi Zhou, Peixin Shi
Subsurface stratification is crucial for the construction safety of underground projects. The one-dimensional (1D) soil stratification aims at identifying segmentation points that separate soil strata. Current engineering practice mainly requires human judgement, which is time-consuming, labour-intensive, and heavily relies on domain expertise. Other probabilistic methods, such as Bayesian approaches, usually involve complex expressions. With the advent of artificial intelligence, deep learning has emerged as a powerful tool in various domains. The UNet, as a typical convolutional neural network, has been extensively utilized for its superior performance in segmentation tasks, but struggles to capture global and long-range semantic information due to the locality of convolution operations. To realize intelligent and automatic 1D soil stratification, this paper introduces a UNet-like Transformer (ULTra) that integrates multiple data sources, including cone penetration test and borehole data, to incorporate prior knowledge. The architecture features a multi-level Transformer with shifted windows in both the encoder and decoder to extract context features and restore spatial resolution, respectively. Experimental results demonstrate that the ULTra outperforms other UNet variants, particularly in detecting minor textures and local details, underscoring the benefits of integrating Transformers into a standard UNet. Case studies indicate that compared with probabilistic methods, the ULTra enables automatic 1D soil stratification using original exploration data with less human intervention, which is fast, effective, and could be continuously improved through interaction with human knowledge, thus streamlining the intelligent data analysis.
地下分层对地下工程的施工安全至关重要。一维(1D)土壤分层的目的是识别分离土壤层的分段点。目前的工程实践主要需要人工判断,这不仅耗时耗力,而且严重依赖领域专业知识。其他概率方法,如贝叶斯方法,通常涉及复杂的表达式。随着人工智能时代的到来,深度学习已成为各个领域的有力工具。UNet 作为一种典型的卷积神经网络,因其在分割任务中的优越性能而被广泛应用,但由于卷积操作的局部性,它在捕捉全局和长距离语义信息方面显得力不从心。为了实现智能化和自动化的一维土壤分层,本文介绍了一种类 UNet 变换器(ULTra),该变换器集成了多种数据源,包括锥入度测试和钻孔数据,并纳入了先验知识。该架构采用多级变换器,在编码器和解码器中都有移位窗口,分别用于提取上下文特征和恢复空间分辨率。实验结果表明,ULTra 的性能优于其他 UNet 变体,尤其是在检测微小纹理和局部细节方面,突出了将变换器集成到标准 UNet 中的优势。案例研究表明,与概率方法相比,ULTra 可利用原始勘探数据自动进行一维土壤分层,减少人工干预,快速、有效,并可通过与人类知识的交互不断改进,从而简化智能数据分析。
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引用次数: 0
Evolution of mechanical behavior in granular soil during fine particle loss simulated by salt dissolution: Insights from ring shear tests 盐溶解模拟细颗粒流失过程中颗粒土力学行为的演变:环剪试验的启示
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-09 DOI: 10.1016/j.enggeo.2024.107790
Li Zhou , Yangshuai Zheng , Wei Hu , Yan Li , Hui Luo , Gonghui Wang
Fine particle loss in soil is one of the main causes of slope instability and geotechnical structure failure. Loss of fines can cause instability in granular assembles by changing the fabric and microstructure of the sample. However, real-time monitoring of the evolution of mechanical behavior in granular soils during the particle loss process is still poorly explored. This study presents a novel approach by simulating fine particle loss through salt dissolution in ring-shear tests, offering real-time insights into the mechanical evolution of granular soils under realistic stress conditions. Meanwhile, the shear resistance, shear displacement, vertical displacement, salt content, and acoustic emissions were simultaneously recorded. The test results showed that the instability of the sample was triggered by the loss of fine particles. With a gradual loss of fine particles, both the vertical and shear deformations and the void ratio increased. The evolution of shear resistance in the sample can be divided into three stages: stress weakening, then strengthening, and finally recovery to the initial value. We infer that the evolution of shear resistance originated from the collapse and rearrangement of its granular fabric and microstructure. Additional evidence for this hypothesis was provided by high-frequency acoustic emissions (approximately 150 kHz), suggesting buckling of the force chains accompanying the particle loss process. Furthermore, the sample experienced greater shear deformations and stress weakening that developed under a larger initial fine content or a higher normal stress. This finding may provide valuable insights into the mechanical behavior of granular soil during the fine particle loss process.
土壤中的细颗粒流失是导致边坡失稳和岩土结构破坏的主要原因之一。细颗粒的流失会改变样品的结构和微观结构,从而导致颗粒集合体的不稳定性。然而,对颗粒流失过程中粒状土力学行为演变的实时监测研究还很少。本研究提出了一种新方法,即在环剪试验中模拟盐溶解造成的细颗粒流失,从而实时了解颗粒土在实际应力条件下的力学演变。与此同时,还同时记录了剪切阻力、剪切位移、垂直位移、盐含量和声发射。试验结果表明,样品的不稳定性是由细颗粒的流失引发的。随着细颗粒的逐渐流失,垂直变形和剪切变形以及空隙率都在增加。样品抗剪性能的演变可分为三个阶段:应力减弱,然后增强,最后恢复到初始值。我们推断剪切阻力的演变源于其颗粒结构和微观结构的坍塌和重新排列。高频声发射(约 150 kHz)为这一假设提供了更多证据,表明在颗粒损失过程中伴随着力链的屈曲。此外,在初始细粒含量较大或法向应力较高的情况下,样品会发生更大的剪切变形和应力削弱。这一发现可能会对细颗粒流失过程中颗粒土的力学行为提供有价值的启示。
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引用次数: 0
A generalized formula for predicting soil compression index using multi-evolutionary algorithm 利用多进化算法预测土壤压缩指数的通用公式
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-08 DOI: 10.1016/j.enggeo.2024.107789
Khanh Pham , Khiem Nguyen , Kyuhyeong Lim , Younseo Kim , Hangseok Choi
Correlation between soil compression index (Cc) and state parameters is frequently referenced in studies investigating the fundamental mechanisms underlying changes in soil compressibility. However, developing an efficient formula for Cc that adequately captures the complexity of soil compressive behavior has been challenging for conventional approaches. This study utilized contemporary symbolic regression (SR) to propose a generalized formula for Cc that can represent the nonlinear relationships with state parameters across various soil types. A geological database from southern Vietnam was utilized to establish this data-driven formula. Data exploration revealed the apparent combined effects of moisture content (w), initial void ratio (e0), and moist density (ρ) on soil compressive behavior. Statistical indicators and graphical analysis were adopted to comprehensively assess the performance of the proposed formula against empirical equations found in the literature, aiming to gain a deeper understanding of the mechanism influencing changes in soil compressibility. The evaluation results demonstrated the efficiency of the proposed formula in predicting Cc, as evidenced by low error metrics and a good balance between precision and accuracy. Moreover, the applicability and limitations of the proposed formula were examined using different regional soils with specified geologic origins. Given its reliability and adequacy, the proposed formula explicitly quantified the nonlinear combined effects of e0, ρ and w on the compressibility of undisturbed soils. However, further research accounting for clay minerals, specimen preparation, and geologic origins is needed to enhance the universal applicability of our understanding of soil compressive behavior.
在研究土壤压缩性变化的基本机制时,经常会提到土壤压缩指数(Cc)与状态参数之间的相关性。然而,对于传统方法而言,为 Cc 开发一个能充分捕捉土壤压缩行为复杂性的有效公式一直是个挑战。本研究利用当代符号回归法(SR)提出了一个通用的 Cc 公式,该公式可以表示各种土壤类型中与状态参数的非线性关系。越南南部的地质数据库被用来建立这个数据驱动的公式。数据探索显示了含水量(w)、初始空隙率(e0)和湿密度(ρ)对土壤压缩行为的明显综合影响。通过统计指标和图形分析,对照文献中的经验公式,全面评估了所提公式的性能,旨在深入了解土壤压缩性变化的影响机制。评估结果表明,所提公式预测 Cc 的效率较高,误差指标较低,精度和准确度之间的平衡较好。此外,还利用不同地区的特定地质成因土壤对所提公式的适用性和局限性进行了研究。鉴于其可靠性和充分性,所提出的公式明确量化了 e0、ρ 和 w 对未扰动土壤可压缩性的非线性综合影响。不过,还需要进一步研究粘土矿物、试样制备和地质起源,以提高我们对土壤压缩行为理解的普遍适用性。
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引用次数: 0
An improved vector method for simultaneous analysis of removability and kinematics in block theory 一种改进的矢量法,用于同时分析块体理论中的可移动性和运动学
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-07 DOI: 10.1016/j.enggeo.2024.107784
Qin Chen , Qing-yang Zhu , Jun-lin Chen , Hai-bo Li , Xing-guo Yang , Jia-wen Zhou
Block theory is an important and commonly used method for addressing stability problems in rock engineering, and it is very meaningful to simplify its analysis procedure and improve its computational efficiency. In this paper, an improved vector method capable of simultaneously analyzing block removability and kinematics that works well for both convex and concave blocks is proposed. This improved approach is based on rigorously proven theorems. Compared to the original vector method in block theory, it is simpler and more efficient because it skips the removability analysis and simplifies some of the judgment conditions in kinematic analysis. With the results of kinematic analysis, the improved vector method can also determine the removability of the block. The validity of the improved vector method is verified by analyzing a series of individual convex or concave blocks with different removability and failure modes. Finally, the improved vector method is applied to the block progressive failure analysis of an engineering slope, which again validates the effectiveness of the improved vector method. The advantages of the improved vector method are highlighted through a comparison with existing methods, especially its high computational efficiency, ease of understanding and implementation.
块体理论是解决岩石工程中稳定性问题的一种重要且常用的方法,简化其分析程序并提高计算效率非常有意义。本文提出了一种改进的矢量方法,能够同时分析块体可移除性和运动学,对凸面和凹面块体均适用。这种改进的方法以经过严格验证的定理为基础。与块体理论中原有的矢量法相比,它更简单、更高效,因为它跳过了可移性分析,并简化了运动学分析中的一些判断条件。根据运动学分析的结果,改进矢量法还可以确定块体的可移性。通过分析一系列具有不同可移除性和失效模式的单个凸块或凹块,验证了改进矢量法的有效性。最后,将改进向量法应用于工程斜坡的块体渐进失效分析,再次验证了改进向量法的有效性。通过与现有方法的比较,突出了改进矢量法的优势,特别是其计算效率高、易于理解和实施。
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引用次数: 0
Dynamic characteristics of soil pore structure and water-heat variations during freeze-thaw process 冻融过程中土壤孔隙结构和水热变化的动态特性
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-06 DOI: 10.1016/j.enggeo.2024.107785
Yajun Shi , Lianhai Zhang , Yanhu Mu , Wei Ma , Xiangbing Kong , Chengsong Yang
Freeze-thaw processes in cold regions alter soil pore structure and properties, leading to engineering geological issues. Soil pores are crucial, but research on their changes and freeze-thaw impacts is limited. This study used MRI-Cryogenic Soil Moisture Analyzer (MRI-CSMA) to explore pore structure, water, and temperature changes in saturated loess during freeze-thaw, and Scanning Electron Microscopy (SEM) to compare changes before and after. The results indicate that during the freezing process, the temperature in the frozen zone of the soil sample exhibited a staged change characterized by rapid cooling, transitional cooling, and stabilization at low temperatures, while the temperature decrease in the unfrozen zone showed no significant stages. Freeze-thaw action significantly affected the macropores and mesopores in the frozen zone, with an average increase of 15 % in macropores, a decrease of 16 % in mesopores, and minimal change in micropores (about a 1 % increase). In the unfrozen zone, there was a slight increase in micropores and mesopores (2 % and 3 %, respectively), and a 4 % decrease in macropores. Furthermore, during the freezing process, macropores in the unfrozen zone gradually decreased, while mesopores and micropores increased, leading to soil structure densification and promoting water migration towards the freezing front. This resulted in an initial increase followed by a decrease in water content near the freezing front during the early stages of freezing, confirming the view that pore structure compression drives water migration in the early stages of soil freezing. This study provides important insights for addressing engineering geological issues in cold regions under freeze-thaw conditions.
寒冷地区的冻融过程会改变土壤孔隙结构和性质,从而引发工程地质问题。土壤孔隙至关重要,但有关其变化和冻融影响的研究却十分有限。本研究利用磁共振成像--低温土壤水分分析仪(MRI-CSMA)探究饱和黄土在冻融过程中的孔隙结构、水分和温度变化,并利用扫描电子显微镜(SEM)比较冻融前后的变化。结果表明,在冻融过程中,土样冻结区的温度呈现出快速冷却、过渡冷却和低温稳定的阶段性变化,而未冻结区的温度下降则没有明显的阶段性变化。冻融作用对冻结区的大孔隙和中孔隙有明显影响,大孔隙平均增加 15%,中孔隙平均减少 16%,微孔变化很小(约增加 1%)。在未冻结区,微孔和中孔略有增加(分别为 2% 和 3%),大孔减少了 4%。此外,在冻结过程中,未冻结区的大孔逐渐减少,而中孔和微孔增加,导致土壤结构致密化,并促进水分向冻结前沿迁移。这导致冻结初期冻结前沿附近的含水量先增加后减少,证实了孔隙结构压缩在土壤冻结初期推动水分迁移的观点。这项研究为解决寒冷地区冻融条件下的工程地质问题提供了重要启示。
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引用次数: 0
Indoor tests of sensor-enabled piezoelectric geocable–geogrid composite structure for slope rehabilitation and monitoring 用于斜坡修复和监测的传感器压电土工材料-土工格栅复合结构的室内试验
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-03 DOI: 10.1016/j.enggeo.2024.107780
Jun Wang , Zhaomian Zhu , Zhiming Liu , Guangya Ding , Guohui Yuan , Xiaoyong Zhao
Sensor-enabled piezoelectric geocables were combined with a geogrid to acquire a sensor-enabled piezoelectric geogrid (SPGG) based on the impedance–strain relationship. Tension, pullout, and straight shear tests were conducted on this SPGG configuration. The tension test results indicated that the tensile strain–normalized impedance curves were exponential in form within the first 7 % of strain and the rate of shift in impedance was independent of the tension loading rate. An excellent correspondence between the peak strength and impedance inflection point was observed in the results of the pullout and straight shear tests. Additional validation of the proposed SPGG was conducted through a collapse test of the reinforced soil slope model. The results indicated that the SPGG-obtained strains were similar to actual strain gauge measurements but provided a larger measurement range and that the SPGG was able to sense real-time vibrations during the slope collapse using a voltage analysis, confirming that the proposed SPGG can simultaneously provide soil reinforcement, strain monitoring of reinforcement materials, and vibration sensing. This research is expected to inform the development of a dynamic and static monitoring, large range, and accurate method for monitoring the conditions of reinforced soil over their entire lifecycles.
传感器压电土工电缆与土工格栅相结合,获得了基于阻抗-应变关系的传感器压电土工格栅(SPGG)。对这种 SPGG 配置进行了拉伸、拉出和直剪试验。拉伸试验结果表明,拉伸应变归一化阻抗曲线在前 7% 的应变范围内呈指数形式,阻抗变化率与拉伸加载速率无关。拉伸和直剪试验结果表明,峰值强度与阻抗拐点之间存在极好的对应关系。通过对加固土坡模型进行坍塌试验,对提出的 SPGG 进行了进一步验证。结果表明,SPGG 获得的应变与实际应变计测量结果相似,但测量范围更大,而且 SPGG 能够通过电压分析实时感知斜坡坍塌过程中的振动,这证实了所提出的 SPGG 可同时提供土壤加固、加固材料应变监测和振动感知功能。这项研究有望为开发一种动态和静态监测、大范围和精确的方法提供信息,以监测加固土壤在其整个生命周期内的状况。
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引用次数: 0
Environmental effects and ESI-07 intensity of the Mw 7.7, September 19th, 2022, Michoacán, Mexico, earthquake 2022 年 9 月 19 日墨西哥米却肯州 7.7 级地震的环境影响和 ESI-07 地震烈度
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-03 DOI: 10.1016/j.enggeo.2024.107776
María Magdalena Velázquez-Bucio , Maria Francesca Ferrario , Pierre Lacan , Eliana Muccignato , Marco Pizza , Aadityan Sridharan , Sabina Porfido , Sundararaman Gopalan , Andrés Nuñez-Meneses , Alessandro Maria Michetti
Most seismic risk assessments primarily focus on the impact of ground acceleration on infrastructure. However, in Mexico, along with numerous countries in Latin America and beyond, a significant portion of earthquake risk stems from secondary environmental effects such as tsunamis, landslides, and liquefaction processes. These secondary effects can often prove more lethal than the earthquake shaking itself. We used the Environmental Seismic Intensity scale (ESI-07) to assess the Earthquake Environmental Effects (EEEs) of the Mw 7.7 Michoacan earthquake on September 19th, 2022. This made it possible to comprehensively characterize the EEEs and their potential social consequences in the epicentral area along the Mexican subduction zone. Our study draws on data gathered from extensive field surveys, satellite imagery analysis, social media monitoring, and online resources, totalling data from over 8000 sites with EEEs. Through rigorous analysis, ESI-07 intensity values illuminate the vulnerability of coastal areas and coastal ranges to specific secondary effects triggered by large seismic events. We meticulously map the spatial distribution of these triggered EEEs, presenting A) an ESI-07 isoseismal map, and B) comparative analysis with other significant earthquakes, particularly subduction megathrust interface events. Our findings underscore the critical importance of considering environmental coseismic effects and using the ESI-07 scale in territorial planning and seismic risk preparedness. Furthermore, we highlight the unique characteristics of the Mexican Pacific coastal region and, more broadly, the distinct risks posed by coastal areas along subduction zones in terms of secondary seismic environmental hazards. This work emphasizes the urgent need to acknowledge the vulnerability of these regions to secondary effects and the imperative for resilience-building measures to safeguard human well-being and mitigate economic repercussions in the face of future seismic events.
大多数地震风险评估主要关注地面加速度对基础设施的影响。然而,在墨西哥以及拉丁美洲和其他地区的许多国家,地震风险的很大一部分源于次生环境影响,如海啸、山体滑坡和液化过程。这些次生影响往往比地震本身更致命。我们使用环境地震烈度表 (ESI-07) 评估了 2022 年 9 月 19 日米却肯州 7.7 级地震的地震环境效应 (EEE)。这使得我们能够全面描述墨西哥俯冲带震中地区的地震环境影响及其潜在的社会后果。我们的研究利用了从广泛的实地调查、卫星图像分析、社交媒体监测和在线资源中收集的数据,这些数据来自 8000 多个有 EEEs 的地点。通过严格的分析,ESI-07 烈度值揭示了沿海地区和沿海山脉易受大型地震事件引发的特定次生效应影响的程度。我们细致地绘制了这些引发的 EEE 的空间分布图,展示了 A)ESI-07 等震图,以及 B)与其他重大地震,特别是俯冲大地壳界面事件的对比分析。我们的研究结果强调了在国土规划和地震风险防范中考虑环境共震效应和使用 ESI-07 等震级的极端重要性。此外,我们还强调了墨西哥太平洋沿岸地区的独特性,以及更广泛地说,俯冲带沿岸地区在次生地震环境危害方面的独特风险。这项工作强调,亟需认识到这些地区易受次生影响的脆弱性,必须采取抗灾能力建设措施,以保障人类福祉,减轻未来地震事件对经济的影响。
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引用次数: 0
Soil fluidisation induced by fine particles migration: Insights from the Shenzhen 2015 landfill landslide 细颗粒迁移引起的土壤流化:深圳 2015 年垃圾填埋场滑坡事件的启示
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-03 DOI: 10.1016/j.enggeo.2024.107783
Yu Zhao , Zhun Liu , Teng Liang , Fan He , Liangtong Zhan , Yunmin Chen , Daosheng Ling , Jing Wang
Naturally completely decomposed granite (CDG) soil typically exhibits strain-hardening behavior under undrained shear conditions. Nevertheless, flow-type landslides are not uncommon in CDG landfills. This paper endeavors to address the observed contradiction by conducting a case study of the 2015 Shenzhen landslides. Based on field investigations, we propose a hypothesis for the initiation and evolution of flow-type landslides in CDG landfill slopes, termed ‘clay particle argillization, mud-water migration, and static liquefaction’. This hypothesis was verified by element-scale internal erosion tests and triaxial tests, and further elucidated by microscale particle analysis. It was observed that the internal erosion-induced removal of plastic fine particles and retention of low-plasticity fine particles from CDG soil promotes the sliding and reorganization of coarse granules under shear stress, thereby increasing the soil's susceptibility to fluidization under undrained conditions. The proposed hypothesis and experimental findings provide new insights into the instability and subsequent extensive runout of CDG landfills and analogous broadly graded landslides.
天然全分解花岗岩(CDG)土壤在不排水剪切条件下通常表现出应变硬化行为。然而,流动型滑坡在 CDG 垃圾填埋场中并不少见。本文通过对 2015 年深圳滑坡进行案例研究,试图解决观察到的这一矛盾。基于实地调查,我们提出了 CDG 垃圾填埋场边坡流动型滑坡的起因和演变假说,即 "粘土颗粒胶凝、泥水迁移和静态液化"。这一假说通过元素尺度内侵蚀试验和三轴试验得到了验证,并通过微尺度颗粒分析得到了进一步阐明。研究发现,内侵蚀引起的 CDG 土中塑性细颗粒的去除和低塑性细颗粒的保留,促进了粗颗粒在剪应力作用下的滑动和重组,从而增加了土体在不排水条件下的流化敏感性。提出的假设和实验结果为 CDG 垃圾填埋场和类似的宽梯级滑坡的不稳定性和随后的大面积塌方提供了新的见解。
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引用次数: 0
Liquefaction evaluation on sand-like gravelly soil deposits based on field Vs measurements during the 2008 Wenchuan earthquake 基于 2008 年汶川地震期间现场 Vs 测量的砂状砾石土壤沉积的液化评估
IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2024-11-02 DOI: 10.1016/j.enggeo.2024.107782
Peng Xia , Yan-Guo Zhou , Yun-Min Chen , Yu-feng Gao
During the 2008 Wenchuan earthquake, extensive liquefaction of sand-like gravelly soil deposits was observed over an area of about 500 × 200 km2. Since gravel content significantly affects the stiffness and liquefaction resistance of gravelly soils, it has become an ongoing challenge for engineers to reliably and cost-effectively assess the liquefaction resistance of such soil deposits with different gravel contents. To this end, the procedures for consistently assessing the liquefaction resistance of sand-like gravelly soils were first put forward based on the previously proposed improved CRR-Vs1 characterization model for binary mixtures, which converts the liquefaction evaluation of sand-like gravelly soils into the assessment of liquefaction resistance of the base sand matrix with an equivalent stiffness. Then, in-situ gravelly soils sampled from the earthquake-impacted area were tested to parameterize the proposed characterization model. Lastly, liquefaction case histories of gravelly soils compiled during the 2008 Wenchuan earthquake were recompiled and restudied to validate the performance of the proposed characterization model. Typical liquefaction case history studies show that the proposed characterization model successfully predicts the severe liquefaction hazard at the Banqiao school site and the marginal liquefaction phenomenon at the Jiangyou thermal power plant site. Comparisons between the proposed characterization model and the 54 recompiled liquefaction case history datasets demonstrate that the proposed characterization model can accurately discriminate both the liquefied and non-liquefied case histories. These validation results in turn suggest that the proposed characterization model is highly feasible for engineering applications on a regional scale covering various gravel contents.
2008 年汶川地震期间,在约 500 × 200 平方公里的区域内观察到砂状砾石土壤沉积的大面积液化。由于砾石含量对砾质土的刚度和抗液化能力有很大影响,因此如何可靠、经济地评估不同砾石含量的砾质土的抗液化能力成为工程师们一直面临的挑战。为此,首先根据之前提出的二元混合物改进 CRR-Vs1 表征模型,提出了一致评估类砂砾土抗液化性的程序,该模型将类砂砾土的液化评估转换为具有等效刚度的基砂基体的抗液化性评估。然后,对地震影响区的原位砾质土进行了取样测试,以对所提出的表征模型进行参数化。最后,重新编制和研究了 2008 年汶川地震期间砾质土的液化案例,以验证所提出的表征模型的性能。典型液化案例研究表明,所提出的表征模型成功预测了板桥学校地块的严重液化危害和江油热电厂地块的边缘液化现象。建议的特征描述模型与 54 个重新编译的液化案例历史数据集之间的比较表明,建议的特征描述模型能够准确区分液化和非液化案例历史。这些验证结果反过来又表明,所提出的表征模型非常适用于区域范围内各种砾石含量的工程应用。
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引用次数: 0
Soil property recovery from incomplete in-situ geotechnical test data using a hybrid deep generative framework 利用混合深层生成框架从不完整的原位岩土试验数据中恢复土壤特性
IF 7.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-10-19 DOI: 10.1016/j.enggeo.2023.107332
Weihang Chen , Jianwen Ding , Tengfei Wang , David P. Connolly , Xing Wan

Geotechnical testing serves to assess the strength and stiffness of in-situ soils, for purposes such as informing foundation design. Despite its importance, time constraints, financial considerations, and site-specific limitations often restrict testing to isolated locations with limited horizontal resolution. Therefore, this paper presents a novel hybrid generative deep learning model designed to approximate soil properties across sites based on sparsely sampled geotechnical data. The model uses geological subsurface samples derived from random field theory as ‘a priori’ data for a conditional variational auto-encoder (CVAE) model. By doing so, it attempts to map the relationship between in-situ data and the corresponding spatial coordinates, as well as the inherent link between in-situ data and spatial distribution. Then, in the post-processing phase, a Kriging model interpolates minor discrepancies between the measured and predicted values. To demonstrate its practical application, this paper focuses on cone penetration testing (CPT) as the geotechnical test method. The model's development is thoroughly discussed, followed by the validation using in-situ data and an analysis conducted with synthetic data. It is shown that the uncertainty associated with CVAE-Kriging depends upon both the distance from the sample point and the site's inherent complexity. The proposed methodology not only offers refined subsurface modeling but also expands the understanding of uncertainty in geotechnical testing. Practically, it can assist geotechnical engineers with insights during the survey phase.

岩土工程测试用于评估原位土壤的强度和刚度,目的是为基础设计提供信息。尽管它很重要,但时间限制、财务考虑和特定地点的限制往往将测试限制在水平分辨率有限的孤立位置。因此,本文提出了一种新的混合生成深度学习模型,旨在基于稀疏采样的岩土数据来近似不同场地的土壤特性。该模型使用从随机场论导出的地质地下样本作为条件变分自动编码器(CVAE)模型的“先验”数据。通过这样做,它试图绘制原位数据与相应空间坐标之间的关系,以及原位数据与空间分布之间的内在联系。然后,在后处理阶段,克里格模型对测量值和预测值之间的微小差异进行插值。为了证明其实际应用,本文重点介绍了圆锥贯入试验(CPT)作为一种岩土工程试验方法。对该模型的发展进行了深入讨论,随后使用现场数据进行了验证,并使用合成数据进行了分析。结果表明,与CVAE克里格相关的不确定性取决于与采样点的距离和场地的固有复杂性。所提出的方法不仅提供了精细的地下建模,而且扩展了对岩土工程测试中不确定性的理解。实际上,它可以帮助岩土工程师在勘察阶段获得见解。
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Engineering Geology
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