Challenges in the measurement of cross-shore geotechnical characteristics of sandy beach surface sediments

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-05-08 DOI:10.1016/j.coastaleng.2024.104535
Nicola C. Brilli , Nina Stark
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Abstract

Geotechnical properties of surficial beach sediments affect beach erosion and shoreline changes. This study sets out to measure relative density, moisture content, friction angle, and shear strength of sandy beach surface sediments from dune to swash zone towards the goal of assessing their importance in sandy beach morphodynamics. Methods of sediment sampling, a conductivity based moisture probe, field penetrometers, and a field vane shear were deployed to collect data at the sandy Atlantic-side beach in Duck, North Carolina. The tools used were assessed based on their operability in the beach environment and data quality, and results are discussed in the context of beach morphodynamics. A digital field vane shear provided an efficient and direct method of measuring shear strength, but the difficulty of computing stresses on the failure plane, which is necessary to validate the results, ultimately reduced the usability of this instrument. The results from three penetrometers were compared to a partially-saturated bearing capacity model, where a portable free-fall penetrometer yielded the best fit. However, a modified velocity-dependent strain rate correction factor (K=0.31vi) was required to convert dynamic sediment resistance to a quasi-static resistance for the partially saturated sands. A small-scale digital push in penetrometer also achieved a positive correlation when compared to moisture content, but the small tip diameter (5 mm) coupled with the grain size at the beach (0.35 mm) raised concerns about the ability to derive an accurate measure of strength. It was determined that estimating strength parameter using a partially saturated bearing capacity model was appropriate for water contents less than 25% by volume, or anywhere in the crosshore above the swash to the dune. Relative density and moisture content were found to be closely linked, with partial saturation resulting in samples that featured negative relative densities up to 40%.

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测量沙滩表层沉积物的跨岸岩土力学特征所面临的挑战
海滩表层沉积物的岩土特性会影响海滩侵蚀和海岸线变化。本研究旨在测量从沙丘到沼泽区的沙滩表层沉积物的相对密度、含水量、摩擦角和剪切强度,以评估它们在沙滩形态动力学中的重要性。采用沉积物取样方法、基于电导率的湿度探头、现场穿透仪和现场叶片剪切仪,在北卡罗来纳州达克的大西洋边沙滩收集数据。根据其在海滩环境中的可操作性和数据质量对所使用的工具进行了评估,并结合海滩形态动力学对结果进行了讨论。数字式现场叶片剪切仪提供了一种高效、直接的剪切强度测量方法,但由于难以计算破坏面上的应力(这是验证结果所必需的),最终降低了该仪器的可用性。我们将三种贯入仪的结果与部分饱和承载力模型进行了比较,其中便携式自由落体贯入仪的拟合效果最好。不过,对于部分饱和的沙地,需要一个修改后的速度应变率修正系数(K=0.31vi),才能将动态沉积物阻力转换为准静态阻力。与含水量相比,小型数字推入式渗透仪也实现了正相关,但其尖端直径较小(5 毫米),加上海滩上的颗粒大小(0.35 毫米),令人担忧能否准确测量强度。经确定,使用部分饱和承载力模型估算强度参数适用于含水量小于 25% (按体积计算)的情况,或斜坡到沙丘之间的交叉岸线上的任何地方。研究发现,相对密度与含水量密切相关,部分饱和会导致样本的相对密度为负值,最高可达-40%。
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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