Results 111 to 120 of about 5,191 (214)
Estimation of Undrained Shear Strength of Konyaalti Silty Clays [PDF]
, 2017 513-520In this research, the shear strength of the blue-green soft silty-clays in Konyaaltı (Antalya) has been investigated. Samples taken in every 0.5 m from boreholes were investigated using laboratory methods.
Cangir, Bülent, Dipova, Nihat
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Shear Strength Mobilized in Undrained Failure of Soft Clay and Silt Deposits
, 2007 In the early days of Soil Mechanics and Foundation Engineering, two important assumptions were made as a part of the limiting equilibrium stability analysis of undrained failure of soft clay and silt deposits. It was assumed that undrained shear strength
Huvaj Sarıhan, Nejan, Mesri, Gholamreza
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Engineering characterisation of Norwegian glaciomarine silt
, 2010 Guidance is provided for geotechnical engineers designing civil engineering works in silty soils based on a detailed characterisation of a glaciomarine silt from Os in western Norway.
Long, Michael +4 more
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Influences of temperature stress path on strength characteristics of undisturbed marine sediments
Yantu gongcheng xuebaoThe difference between the room and the in-situ temperatures leads to that of the measured physical and mechanical parameters of marine sediments. Based on the temperature-controlled triaxial apparatus, the consolidated undrained shear tests are carried ...
ZHANG Xinrui 1, 3, KONG Gangqiang 1, YANG Qing 2
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Correlation between Undrained Shear Strength of various Tests
, 2013 前人研究結果顯示出不同試驗測得之不排水剪力強度s_u有很大的差異，應該選用何種試驗求得最接近現場之不排水剪力強度。不同結構物及載重下造成土壤受力不同，土壤破壞面力學行為類似於試驗為TC、DSS及TE。為了符合現地狀況因此適宜選用CAUC(CK_0UC)、DSS及CAUE此三種試驗求得的不排水剪力強度。 目前工程基於成本及方便性上考量，大都採用VST、UU或UC試驗求取不排水剪力強度，其不排水剪力強度與現地實際s_u值仍有很大差異。影響不排水剪力強度重要因素有不同試驗、OCR及應變速率 ...
Lee, Wen-Ting, 李文婷
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, 2012 Many researchers have done study to estimate the value of undrained shear strength for fine grained soils like clay or silt. Determining of undrained shear strength and compressibility parameters in laboratory are really tedious and time consuming ...
Widodo, S., Hong, S., Ibrahim, A.
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Anisotropy characterization of upper shanghai clays: Shear strength and small-strain stiffness
Journal of Rock Mechanics and Geotechnical EngineeringComprehensive investigations have been conducted to study the structure and overconsolidation of upper Shanghai clays, i.e. Layers 2–6 clays, typically located at depths of 30–40 m.
Lixin Lan +4 more
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Applied SciencesThe limited availability of competent foundation soils in rapidly urbanizing regions makes construction on weak clayey deposits increasingly unavoidable.
Emre Aytug Ozsoy +2 more
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Journal of Rock Mechanics and Geotechnical EngineeringClay deposits typically exhibit significant degrees of heterogeneity and anisotropy in their strength and stiffness properties. Such non-monotonic responses can significantly impact the stability analysis and design of overlying shallow foundations.
Maedeh Nasiri Pishvari +5 more
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Impact of a Test Method on the Undrained Shear Strength of a Chosen Fly Ash
, 2016 The paper presents an assessment of the suitability of a laboratory vane apparatus, a cone penetrometer as well as a shear vane tester and a pocket penetrometer for determination of the parameters of the undrained shear strength of fly ash from the Power
Gruchot, A., Zydroń, T.
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