Results 41 to 50 of about 5,191 (214)
Studying Soil Undrained Shear strength Due to Driving Piles Using Seismic Cross-Hole Technique [PDF]
Engineering and Technology Journal, 2014 The study is intended for geotechnical engineers who deal with the construction of deep foundations using driving piles with the implementation of seismic cross-hole technique to estimate the accompanying increase (or decrease) in soil shear strength ...
Hussein H. Karim +2 more
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Modeling Undrained Shear Strength of Sensitive Alluvial Soft Clay Using Machine Learning Approach
Applied Sciences, 2022 Soft soils are commonly located in many regions near seas, oceans, and rivers all over the world. These regions are vital and attractive for population and governments development. Soft soil is classified as problematic soil owing to sustaining low shear
Mohamed B. D. Elsawy +2 more
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, 2007 A comparative study of the NGI Direct Simple Shear Test (DSST) and the Mikasa Direct Shear Test (DST) is reported. Samples from Norwegian Drammen clay and Japanese Ariake clay were subjected to both types of test.
Hanzawa, Hideo +9 more
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Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed
Yantu gongcheng xuebaoUnder larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
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Applied Sciences, 2018 The undrained shear strength of organic soils can be evaluated based on measurements obtained from the dilatometer test using single- and multi-factor empirical correlations presented in the literature.
Zbigniew Lechowicz +3 more
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南方能源建设, 2021 [Introduction] In order to determine soil strength parameters more accurately and reliably, based on domestic and foreign engineering experience and research results, this paper proposes a practical method to obtain the undrained shear strength of clay ...
LI Zhongxin +4 more
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Increase in Undrained Shear Strength Due to Secondary Compression
Soils and Foundations, 1983 Undrained shear strength of clay is generally increased due to secondary compression or delayed compression. Though this increased strength is regarded as being derived from densification of clay particles and the metamorphosis of clay minerals and dissolution of cemented matters into free water, the mechanism of increase in strength during long term ...
YASUHARA, KAZUYA, UE, SYUNJI
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Development of a direct simple shear apparatus for peat
, 2009 This paper discusses the design and development of a new direct simple shear (DSS) apparatus for testing peat soils. The apparatus has been designed to test peat at low effective stresses, representative of its in-situ condition and allow the ...
Boylan, Noel, Long, Michael (Michael M.)
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Advances in Civil Engineering, 2018 Consolidated undrained triaxial compression tests were performed to investigate the shear strength behavior of the solidified dredged materials (SDM). The variation law of deviator stress and excess pore water pressure with the increase of the applied ...
Jianwen Ding +4 more
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Deep Underground Science and Engineering, EarlyView.The graphical abstract illustrates a reconstructed in situ thermo‐hydro‐mechanical (THM) framework in which porosity serves as the central variable linking stress, pore pressure, and temperature to evolving mechanical properties of rocks. Under burial conditions, in situ stress, pore pressure, and temperature jointly govern volumetric strain and ...
Mingyuan Lu +5 more
wiley +1 more source