Results 71 to 80 of about 1,387 (177)

Shrinkage and Strength Behavior of Highly Plastic Clay Improved by Brick Dust

Journal of Engineering, 2020
Highly plastic soils exhibit unfavorited properties upon saturation, which produce different defects in engineering structures. Attempts were made by researchers to proffer solutions to these defects by experimenting in practical ways.
Ali F. Al-Baidhani, Abbas J. Al-Taie
doaj   +1 more source

Seafloor Sediments, Morphologic Features, and Geotechnical Properties of Harrison Bay in the Alaskan Beaufort Sea

Earth and Space Science, Volume 13, Issue 5, May 2026.
Abstract Sediments on Arctic continental shelves are impacted by sea ice and ice‐related processes for up to 9 months per year. As a result, seabed morphology in cold regions can exhibit features such as ice scours which are absent on lower‐latitude shelves.
E. F. Eidam, N. Stark, J. H. Nienhuis, D. Duncan, N. Brilli, N. Kallioras, R. Smith, A. D. J. Heath   +7 more
wiley   +1 more source

Undrained monotonic and cyclic shear characteristics of marine silty clay under various consolidation stress levels

Applied Ocean Research
The undrained monotonic and cyclic shear characteristics of marine silty clay are essential for evaluating the long-term performance and safety of coastal and marine structures.
Tang Yan, Wang Peng, Xu Gaofeng, Ren Kai, Wu Qi   +4 more
doaj   +1 more source

Behavior of undrained shear strength of saturated soft clay under consolidation

Yantu gongcheng xuebao, 2019
By integrating the functions of large-diameter consolidometer and miniature vane shear devices, a systematic apparatus is devised and developed to be capable of performing shear tests at any point in time during the consolidation process of saturated ...
LEI Guo-hui 1,2, GAO Xiang 1,2, XU Ke 1,2, ZHENG Ze-yu 1,2
doaj   +1 more source

Study on GMZ bentonite-sand mixture by undrained triaxial tests

E3S Web of Conferences, 2016
It is particularly necessary to study the deformation, strength and the changes of pore water pressure of bentonite-based buffer/backfill materials under the undrained condition.
Sun Wen-jing, Chen Chao, Liu Shi-qing, Sun De-an, Liang Xue-hai, Tan Yun-Zhi, Fatahi Behzad   +6 more
doaj   +1 more source

Undrained stability of braced excavations in clay considering the nonstationary random field of undrained shear strength. [PDF]

Sci Rep, 2023
Tanapalungkorn W, Yodsomjai W, Keawsawasvong S, Nguyen TS, Chim-Oye W, Jongpradist P, Likitlersuang S.   +6 more
europepmc   +1 more source

Comparative analysis of saturated–unsaturated shear strength under undrained loading: Experimental validation and ANN prediction of clayey soils

AIP Advances
Geotechnical designs and analyses of earth structures and foundations exclusively involve the assessment and consideration of unsaturated soil shear strength. The laboratory testing equipment and methods for predicting the unsaturated soil shear strength
Prashant Pande, Jayant Giri, Mohd Sajid Ali, Faruq Mohammad, Jayant Raut, Sanjay Raut, T. Sathish, Pallavi Giri   +7 more
doaj   +1 more source

Assessment of the Undrained Shear Strength and Settlement of Organic Soils under Embankment Loading Using Artificial Neural Networks. [PDF]

Materials (Basel), 2022
Lechowicz Z, Sulewska MJ.
europepmc   +1 more source

Undrained shear strength of artificially flocculated clays

Geotechnical Research
The flocculation and sedimentation of suspended clay particles in marine environments are an important process to form natural marine clays. In this study, the process of flocculation and sedimentation is simulated using appropriate flocculating agents in the laboratory.
Shohei Noda, Yoshimichi Tsukamoto
openaire   +1 more source

Prediction of Undrained Shear Strength by the GMDH-Type Neural Network Using SPT-Value and Soil Physical Properties. [PDF]

Materials (Basel), 2022
Kim M, Okuyucu O, Ordu E, Ordu S, Arslan Ö, Ko J.   +5 more
europepmc   +1 more source