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Journal of the Japan Society of Engineering Geology最新文献

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Consideration on Wide Area Land Subsidence of the Muikamachi Basin by Groundwater Use in Winter 冬季地下水利用对Muikamachi盆地大面积地面沉降的影响
Pub Date : 2020-06-10 DOI: 10.5110/jjseg.61.38
S. Ohtsuka, A. Urabe, H. Kurita
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引用次数: 0
Publishing “Solar Power Generation in Japan” 出版《日本太阳能发电》
Pub Date : 2020-04-10 DOI: 10.5110/jjseg.61.2
Akira Otani
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引用次数: 0
On-The-Job Training to Recognize Nontectonic Structures in the Field: A Tentative Case Study of In-House Continuing Professional Educations for Engineering Geologists 现场非构造识别的在职培训:工程地质学家内部继续专业教育的初步案例研究
Pub Date : 2020-02-10 DOI: 10.5110/jjseg.60.280
Tadashi Araya, Y. Shimizu, M. Yamane
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引用次数: 0
Challenges and Approaches in the Field of Engineering Geology in the Age of Declining Birthrate and Aging Society 低生育老龄化时代工程地质领域面临的挑战与对策
Pub Date : 2020-02-10 DOI: 10.5110/jjseg.60.285
M. Fukutomi
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引用次数: 0
Technical Education in Engineering Geology With Construction Consultant 工程地质技术教育与建筑顾问
Pub Date : 2020-02-10 DOI: 10.5110/jjseg.60.273
A. Yamamoto
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引用次数: 0
Efforts for Passing Down Technical Knowledge and Skills in Field of Civil Engineering Geology 土木工程地质领域技术知识技能传承的努力
Pub Date : 2020-02-10 DOI: 10.5110/jjseg.60.293
Yoshihira Nishiyanagi
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引用次数: 0
Origin and Classification of the Surface Soils by Some Color Analyses 表层土壤颜色分析的起源与分类
Pub Date : 2019-12-10 DOI: 10.5110/jjseg.60.216
S. Endo, Yuki Kajihara, T. Yamanoi
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引用次数: 0
Characteristics and Formation Process of Fractures in Crystalline Rocks in Northern Kyushu 九州北部结晶岩裂缝特征及形成过程
Pub Date : 2018-04-10 DOI: 10.5110/JJSEG.59.2
Hiroaki Murakami, M. Ashizawa, Kazuhiro Tanaka
Understanding the characteristics and long-term behavior of water-conducting fractures is important for the safety assessment of deep underground facilities in the plutons of an orogenic belt. This study describes the features of fractures and their fillings along with the long-term behavior of their hydrogeological structures in an underground environment based on the results of a geological investigation conducted at an underground facility in northern Kyushu. Fractures were classified into five groups on the basis of fracture orientation:A, B, C, D, and low-angle groups. The fractures in all groups are filled with epidote and quartz, which are formed at high temperature:from about 300 to 350 o C. Thus, the genesis of all fractures is the cooling process of granodiorite pluton. Almost all of the water-conducting fractures are included in the B group. Because a number of fracture fillings in the B group are filled by prehnite and crushed fragments of epidote and quartz, the fractures in this group alternated sealing and re-opening. The fracture characteristics in the B group are follow as:accompanying many alteration halos, long trace length, and cutting off other fractures. These results indicate that fractures in the B group have possibly functioned as pathways for groundwater flow in the long term.
了解导水裂缝的特征及其长期行为对造山带深部岩体地下设施的安全性评价具有重要意义。本文根据对九州北部某地下设施的地质调查结果,描述了地下环境中裂缝的特征、充填物及其水文地质结构的长期行为。根据骨折方向将骨折分为A、B、C、D、低角度5组。各组裂缝均充填绿帘石和石英,形成于300 ~ 350℃的高温下,均为花岗闪长岩的冷却过程。几乎所有导水裂缝都属于B组。由于B组裂缝充填物中有不少是由前花岗岩和绿帘石、石英破碎块充填,故B组裂缝在封闭和复开之间交替发生。B组裂缝特征为:伴蚀变晕多,痕迹长度长,切断其他裂缝。这些结果表明,B组裂缝在长期内可能是地下水流动的通道。
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引用次数: 0
Examination of Evaluation Method for Fault Activity Based on Morphological Observation of Fault Planes 基于断面形态观测的断层活动性评价方法研究
Pub Date : 2018-04-10 DOI: 10.5110/JJSEG.59.13
Yoshihiro Tanaka, M. Kametaka, K. Okazaki, Kazushige Suzuki, K. Seshimo, K. Aoki, K. Shimada, Takahiro Watanabe, Kazuhiko Nakayama
This paper aims to develop a methodology for understanding the fault activity by observing exposed fault planes without covering younger strata. Based on purpose, faults developed in relatively homogeneous rocks such granitic types are investigated as follows; Gosuke Dam upstream outcrop of Gosukebashi Fault and Funasaka-nishi outcrop of Rokkou Fault were selected for the study of an active fault; and K-3 outcrop of Rokkou Houraikyo Fault was chosen for a non-active fault. The fault planes were examined under the three categories of continuity, cutting of older texture of the fault zone, and smoothness. These three categories were considered according to the following five measurements, with the third being subdivided into three : (1)continuity ratio; (2)cut ratio of the older existing texture/strata; (3)planarity ratio; (4)roughness/undulation measurement; and (5)arithmetic average roughness obtained from photographic analysis. Of the five measurements, the first three have the potential to discern the threshold between active and non-active faults. Further examination and discussion are required to clarify their applicability as parameters for fault activity evaluation.
本文旨在发展一种不覆盖较年轻地层,通过观察暴露的断平面来了解断层活动的方法。基于这一目的,对花岗岩等相对均质岩石中发育的断层进行了如下研究:选取Gosuke坝上游断裂带Gosukebashi断裂带和rockkou断裂带Funasaka-nishi断裂带为活动断裂带;岩口后赖桥断裂K-3露头为非活动断裂。对断裂面进行了连续性、断裂带旧结构切割和平滑度三种类型的检查。这三个类别是根据以下五个度量来考虑的,其中第三个又细分为三个:(1)连续性比;(2)旧的现有纹理/地层的切割比;(3)平面性比;(4)粗糙度/波动测量;(5)由照相分析得到的算术平均粗糙度。在五种测量方法中,前三种方法有可能识别活动断层和非活动断层之间的阈值。需要进一步的检查和讨论来澄清它们作为断层活动性评价参数的适用性。
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引用次数: 2
Long Term Automatic Displacement Monitoring of Large Scale Landslide Using GPS 基于GPS的大型滑坡位移长期自动监测
Pub Date : 2018-02-10 DOI: 10.5110/JJSEG.58.402
H. Nakazato, Keisuke Inoue, Michiaki Konno, Goichi Itoh, Toru Sato
The authors introduce the automatic displacement monitoring system for the large-scale landslide using GPS and the long term monitoring result. In this case, the adoption of a long-term monitoring system with GPS was examined to observe the movement of an active landslide before and after the countermeasure construction. However, because the object landslide slope was northward, the applicability evaluation by a manual observation was carried out beforehand. Moreover, the characteristic of the GPS interferometric positioning to the displacement monitoring was understood by the experiments. The GPS monitoring system was composed of the one datum point at the stable ground and the five moving points in the landslide area, and began the continuous observation in October, 2003. The power supply of each station was a solar battery. At first, the cellular phones were used for online data transfer, afterwards they were changed to the wireless LAN lines. This system was able to clarify the large displacements by the heavy rain in 2004, and calming down of landslide activity according to the countermeasure construction. In addition, the effectiveness of the tropospheric delay correction that used meteorological data was shown to the annual change that appeared to the vertical component of the displacements.
介绍了大型滑坡GPS位移自动监测系统及其长期监测结果。在本案例中,研究了采用GPS长期监测系统,观察活动滑坡在对策施工前后的运动情况。但由于目标滑坡坡面向北,因此事先进行了人工观测的适用性评价。通过实验了解了GPS干涉定位在位移监测中的特点。由稳定地面1个基准点和滑坡区域5个移动点组成的GPS监测系统,于2003年10月开始连续观测。每个车站的电源都是太阳能电池。起初,移动电话用于在线数据传输,后来改为无线局域网线路。该系统能够明确2004年暴雨造成的大位移,并根据对策建设平息滑坡活动。此外,利用气象资料进行的对流层延迟校正对出现在位移垂直分量上的年变化显示出有效性。
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引用次数: 1
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Journal of the Japan Society of Engineering Geology
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