Results 51 to 60 of about 1,100 (141)
Effects of subsurface cavity expansion in clays [PDF]
, 2007 Subsurface cavity expansion in clay induced by compaction grouting can generate upward displacement of clay and/or increase in effective stress leading to consolidation, resulting in settlement compensation and/or shear strength enhancement respectively.
Au, SKA, Cheng, YM, Soga, K, Yeung, AT
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CPTU-Based Offshore Wind Monopile Rigid Bearing Mechanism Analysis
Journal of Marine Science and EngineeringWith the development of the offshore wind industry in China, the amount of offshore wind turbines has increased rapidly. Large-diameter steel monopile foundations of offshore wind turbines have been widely adopted in China with lots of marine clay ...
Jie Zhou +6 more
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STUDY ON INTEGRATED LIQUEFACTION HAZARD MAPPING DEVELOPED BY SPT, CPT, DOWNHOLE AND LPI INDEX
Geological Behavior, 2019 This paper aims to investigate liquefaction hazard assessment criteria available in practice which are obtained by geotechnical tests. In this study, developed indices for evaluation of liquefaction potential of susceptible soils under earthquake ...
Babak Jamhiri, Mohammad Parsaeimaram
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Mechanism of piezocone penetration tests under partial drainage conditions
Yantu gongcheng xuebaoIn the natural state, the constraints of soils are between completely drained and undrained conditions. Due to the influences of the probe size, penetration velocity, soil properties and other factors, the partial drainage conditions will occur during ...
WANG Changhong , FANG Tian , WU Zhaoxin , WANG Kun , TANG Daofei
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Measuring method for confined water level using piezocone penetration tests
Yantu gongcheng xuebaoThe occurrence of confined water inrush and leakage is common in engineering projects such as foundation pits and tunnels. To economically, conveniently and accurately obtain the confined water level is of great significance for the guiding of ...
SUN Yanxiao 1, LIU Songyu 1, ZHANG Guochao 2, WANG Yong 3, HE Huan 1, TONG Liyuan 1, CHEN Wen 4, WU Shuo 5, 6
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CPT-Based Geotechnical Design Manual, Volume 1: CPT Interpretation—Estimation of Soil Properties [PDF]
, 2021 This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes.
Niazi, Fawad
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A Feasible Approach To Predicting Time-dependent Bearing Performance Of Jacked Piles From CPTu Measurements [PDF]
, 2020 In this paper, a simple but feasible approach is proposed to predict the time-dependent load carrying behaviors of jacked piles from CPTu measurements. The corrected cone resistance, which considers the unequal area of the cone rod and the cone, is used ...
Gong, Weibing +3 more
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Effect of the scatter between CPTU measured parameters in soil classification [PDF]
, 2022 Using piezocones from different manufacturers may yield different results even if the equipment complies with international standards. This causes problems when soil investigation contractors, using different cones, operate in the same area, and ...
L'Heureux, Jean-Sébastien +1 more
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Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 2, Page 147-165, 10 January 2025.Abstract Predicting stratified ground consolidation effectively remains a challenge in geotechnical engineering, especially when it comes to quickly and dependably determining the coefficient of consolidation (cv${c}_{\mathrm{v}}$) for each soil layer.
Weibing Gong +3 more
wiley +1 more source
サンセイブン コーン シケン ケッカ ニヨル ネンセイド ジバン ノ アツミツ ケイスウ ノ スイテイ [PDF]
, 2014 博士（工学 ...
Hossain, Md. Julfikar +1 more
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