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Geotechnical Testing Journal

IF1.2
论文数41
被引数3569
期刊论文 41
发表时间
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Performance of an Ultra-Deep Excavation in a Cobble Stratum Adjacent to an Operational Metro Station: A Case Study邻近运营地铁站的卵石地层超深基坑开挖性能：案例研究
deleteGeotechnical Testing Journal
IF1.2
delete2026-05-01
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deleteLi, Xue; Mao, Zongjiao; Bao, Jinfeng
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Development of a Very Weak Analog Sedimentary Rock for Experimental Study of Brittle Instability in Tunneling用于隧道脆性失稳实验研究的极弱拟态沉积岩的开发
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deleteWibisono, Doandy Yonathan; Gutierrez, Marte; Arora, Ketan
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Laboratory Investigation of Nanomaterial-Enhanced Electro-osmotic Chemical Consolidation for Stabilizing Soft Clayey Soils实验室研究纳米材料增强的电渗化学固化在稳定软黏土中的应用
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IF1.2
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deleteZhang, Lei; Jia, Zhongze; Wang, Binghui; Hou, Fangyu; Zhang, Yunfei; Jin, Dandan; Wang, Liyan; Fang, Chen
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Study on the Performance of Ordinary Cement Slurry Modified by Low Dosage of Sodium Bentonite普通水泥浆低掺量钠基膨润土改性性能研究
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deleteQian, Ziwei; Yu, Nengcheng; Tan, Chunzhi; Wang, Bingzhu; Liu, Jufeng; Zhang, Gailing
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Model Test on Alkali-Activated Mortar Grouted Gravel Columns in Clay碱性激发砂浆灌注碎石桩在黏土中的模型试验
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IF1.2
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deleteGuo, Yuhao; Xu, Xiaohua; Guo, Wei
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On-Site Monitoring Study during Sinking of the North Anchorage Large Caisson of a Yangtze River Bridge in China中国在长江大桥北锚碇大型沉井下沉过程中的现场监测研究
deleteGeotechnical Testing Journal
IF1.2
delete2026-04-01
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deleteWang, Zhengzhen; Dai, Kangle; Gong, Weiming; Dai, Guoliang; Guo, Hui; Song, Weibin
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The Effects of Boundary Conditions in the Testing of Geotechnical Models土工模型测试中边界条件的影响
deleteGeotechnical Testing Journal
IF1.2
delete2026-03-01
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deleteNachum, Shay; Adesina, Peter; Shoghi, Shahpar; Frydman, Sam; Talesnick, Mark
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Experimental and Numerical Study on Micro-macroscopic Mechanical Behavior of Frozen Coarse-Grained Soil under Temperature and Gravel Content Effects温度和砾石含量效应对冻结粗粒土微观-宏观力学行为影响的实验与数值研究
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deleteHao, Zuoliang; Peng, Liyun; Zhao, Junlin; Qi, Jilin; Wang, Dongyong; Wang, Jianye
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Measuring In Situ Unit Weight and Moisture Content Using a Drive Cylinder, a Nuclear Density Gauge, and a Hybrid Nuclear-Electric Density Gauge使用驱动圆柱体、核密度仪和混合核-电密度仪测量原位单位重量和含水量
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IF1.2
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deleteMeehan, Christopher L.; Baker III, William J.
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Comparison of Interface Shear Behavior and Physical Properties of Sand-Clay Mixtures Prepared by Slurry and Dry Tamping Methods通过泥浆法和干捣法制备的砂-黏土混合物的界面剪切行为和物理性质比较
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deleteYin, Kexin; Fauchille, Anne-Laure; Vasilescu, Roxana; Dano, Christophe; Kotronis, Panagiotis; Sciarra, Giulio
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Influence of Pre-existing Flaws and Moisture Content on Damage Characteristics of Sandstone in Uniaxial预存缺陷和含水率对砂岩单轴损伤特性的影响
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deleteLi, Shouyu; Song, Haoran; Li, Tao; Zhang, Qingwen; Lu, Yinlong
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A Revision to the Minimum Required Specimen Width to Maximum Particle Size Ratio in ASTM D3080/D3080M for Direct Shear Testing of Coarse Granular Materials对ASTM D3080/D3080M中粗粒材料直接剪切试验所需最小试样宽度与最大粒径比值的修订
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deleteDeiminiat, Akram; Li, Li
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Determination of the Water Occlusion Point of Structured Engineered Media Based on Air Permeability Testing基于空气渗透性测试的结构化工程介质的吸水点测定
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deleteDulac, Yohan; Cabral, Alexandre R.
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Design and Functionality Analysis of the High-Stress Permeameter (HSP), a Device Developed for Measuring Mechanical and Hydraulic Properties of Gas Hydrate-Bearing Pressure Core高压渗透仪（HSP）的设计与功能分析：一种用于测量含气水合物压力岩心的力学和液压特性的装置
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deleteGarcia, Adrian, V; Waite, William F.
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Study on Uplift Characteristics and Bearing Capacity Calculation Method of Grouted Prefabricated Steel Pipe Piles灌注预制钢桩的上拔特性及承载力计算方法研究
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deleteXu, Jiang; Deng, Huiyuan; He, Chunhong; Dai, Guoliang; Pan, Yiping; Guo, Xia
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Experimental Investigation on Deformation Modes of a Cyclically Eccentric Loaded Gravity Foundation in Sand循环偏心荷载下砂土地基重力式基础的变形模式试验研究
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deleteGoldau, Norman; Saathoff, Jann-Eike; Achmus, Martin
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Geophysics-Based Model for Determining Effective Stress in Soft Soils基于地球物理学的软土有效应力确定模型
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deleteRomana-Giraldo, Jorge; Bryson, L. Sebastian
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CPT plus NMR Technology for On-Land and Offshore Geotechnical and Hydrogeological ApplicationsCPT与NMR技术在地基工程和地下水地质学中的应用
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deleteMorozov, Darya; Walsh, David; Penner, Cristina; Nguyen, Anh; Christy, Thomas; Pipp, Daniel; Basore, Nicholas
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Bayesian Analysis Limitations for Determination of the Unconfined Compressive Strength from Direct and Correlated Indirect Tests贝叶斯分析在通过直接和相关性间接试验确定无侧限抗压强度时的局限性
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deleteCorkum, A. G.; Kinakin, D.; Seguin, K.
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Anisotropic Lateral Pressures in Expansive Clay at Different Saturation and Compaction Levels在不同饱和度和压实度下膨胀性黏土中的各向异性侧向压力
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deleteGarrett, Steven R.; Vahedifard, Farshid
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