Results 41 to 50 of about 10,194 (50)

Serviceability performance of piled raft foundations under vertical loads in clayey and sandy soils

Soils and Foundations
This study investigated the serviceability performance of piled raft foundations (or combined pile-raft foundations, CPRF) in various soils using three-dimensional (3D) finite element analysis.
Der-Wen Chang, Shih-Hao Cheng, Wei-Cheng Zheng, Chan-Yen Tseng, Louis Ge   +4 more
doaj   +1 more source

Effective Width Rule in the Analysis of Footing on Reinforced Sand Slope

Studia Geotechnica et Mechanica, 2019
This paper presents the results obtained from an experimental programme and numerical investigations conducted on model tests of strip footing resting on reinforced and unreinforced sand slopes.
Abdi Abdelmadjid, Abbeche Khelifa, Athmania Djamel, Bouassida Mounir   +3 more
doaj   +1 more source

Direct shear testing of frozen soil-structure interface under high normal stress and frozen-thawing conditions

Soils and Foundations
By using an improved DRS-1 high pressure direct shear test system, a series direct shear tests have been carried out under high normal stress and frozen-thawing conditions.
Bo Wang, Zhi-qiang Liu, Yu Bao
doaj   +1 more source

Axisymmetric Torsion of an Elastic Layer Sandwiched between Two Elastic Half-Spaces with Two Interfaced Cracks

Studia Geotechnica et Mechanica, 2019
The present article examines the problem related to the axisymmetric torsion of an elastic layer by a circular rigid disc at the symmetry plane. The layer is sandwiched between two similar elastic half-spaces with two penny-shaped cracks symmetrically ...
Madani Fateh, Kebli Belkacem
doaj   +1 more source

Seepage pressure distribution of gas jet flow in loess

Soils and Foundations
This study aims to investigate the permeation mechanisms and pressure distribution of gas jets in collapsible loess during pneumatic-vibratory probe compaction (PVPC).
Changhui Gao, Songyu Liu, Guangyin Du, Mei Bai, Yankai Wu, Runmin Hao   +5 more
doaj   +1 more source

Fast, non-destructive measurement of roof-bolt loads

Studia Geotechnica et Mechanica, 2019
This paper discusses the pull-out laboratory tests and the monitoring of expansion-shell bolts with a length of 1.82 m. The bolts comprised the KE-3W expansion shell, a rod with a diameter of 0.0183 m and a profiled, circular plate with a diameter of 0 ...
Skrzypkowski Krzysztof, Korzeniowski Waldemar, Zagórski Krzysztof, Dominik Ireneusz, Lalik Krzysztof   +4 more
doaj   +1 more source

Geothermal energy for sustainable and green energy supply in the future

Deep Underground Science and Engineering
Chunfai Leung, Jianguo Wang, Heping Xie, Xiaozhao Li   +3 more
doaj   +1 more source

Garis Panduan Audit Akreditasi : Bidang Kejuruteraan dan Senibina [PDF]

, 2018
Aziz, Tuah
core  

Corrigendum to “Interface load–displacement behaviour of sand grains coated with clayey powder: Experimental and analytical studies” [Soils Found. 59(6) (2019) 1695–1710]

Soils and Foundations, 2021
Sathwik S. Kasyap, Kostas Senetakis
doaj   +1 more source

Editorial Board

Soils and Foundations
doaj   +3 more sources