Yantu gongcheng xuebao, 2021 Calculating the ultimate bearing capacity of strip footings placed near slopes has long been a critical component in geotechnical design. In order to obtain the accurate solution of this issue, the statically and kinematically admissible conditions ...
LI Cheng-chao 1, 2, GUAN Yun-fei 1, CAI Zheng-yin 1, JIANG Peng-ming 2, HAN Xun 1
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Applied Sciences, 2023 Considering the change of different soil layer parameters of a two–layered strip foundation, a planar kinematically permissible multi–block failure mechanism of a two–layered strip foundation under vertical uniform load is formulated.
Liangxing Jin, Tian Qin, Pingting Liu
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INVESTIGATION OF STABILITY OF ENGINEERING PROJECTS USING SEISMIC REFRACTION TECHNIQUE [PDF]
Geological Behavior, 2020 Seismic refraction survey was conducted at Ibiono Ibom Local government area of Akwa Ibom State, Nigeria, using 12 channels ES 3000S enhancement seismograph.
Mfoniso U. Aka +4 more
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Research on Uplift Bearing Performance of Assembled Steel Pipe Pile used in Transmission Lines in Mountainous Terrain [PDF]
MATEC Web of Conferences, 2019 Assembled steel pipe pile, which is a novel pile foundation, is developed in the paper. The ultimate uplift bearing capacity of the pile is proposed, and simulation by Plaxis3D and the corresponding experiment are performed to verify the theory.
Zhou Kun +3 more
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Enhancing the bearing capacity of rigid footing using limited life kenaf geotextile reinforcement [PDF]
, 2020 This research focuses on soft clay improvement by using Kenaf textile as a natural geotextile reinforcement. A series of small-scale laboratory tests were conducted to study the impact of the geotextile reinforcement depth, d, the vertical spacing ...
A Rashid, Ahmad Safuan +4 more
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Bearing Capacity of Pile Foundations Embedded in Clays and Sands Layer Predicted Using PDA Test and Static Load Test [PDF]
, 2015 Static Load Test (SLT) is the realiable method to determine bearing capacity of pile foundations. However, SLT is relatively expensive and time consuming compared to Pile Driving Analyzer (PDA) test.
Budi, Gogot Setyo +2 more
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Performance of perforated FRP stub beams subject to static transverse actions [PDF]
, 2020 This paper presents an experimental programme designed to investigate the failure mode and ultimate capacity of pultruded glass fibre reinforced polymer (GFRP) cellular profiles subject to transverse loading.
Gand, Alfred +2 more
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Ultimate bearing capacity of geogrid-reinforced sand composite
Yantu gongcheng xuebao, 2019 The differential settlement generated between the bridge deck and the approaching road willn be eliminated and bridge jump will also be prevented if geosynthetic-reinforced soil abutment is employed.
XU Chao 1, 2, LIANG Cheng 2
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Prediction of Ultimate Bearing Capacity of Skirted Footing Resting on Sand Using Artificial Neural Networks [PDF]
Journal of Soft Computing in Civil Engineering, 2018 The paper presents the prediction of ultimate bearing capacity of different regular shaped skirted footing resting on sand using artificial neural network.
Rakesh Dutta +2 more
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The bearing capacity of footings on sand with a weak layer [PDF]
, 2017 Minor details of the ground, such as thin weak layers, shear bands and slickensided surfaces, can substantially affect the behaviour of soil–footing and other geotechnical systems, despite their seeming insignificance.
Muscolino SR, Valore C, Ziccarelli M
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