Results 221 to 230 of about 7,045 (264)
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Uplift Resistance of Cohesive Soils
Journal of the Geotechnical Engineering Division, 1977Effects of vertical uplift forces on circular anchors in purely cohesive soils are considered. Model tests indicate a general type of ultimate uplift failure in shallow anchors, occurring by yielding above and below the anchor due to shear and tensile stresses and cracking in the soil. Existing shallow anchor theories, although in substantial agreement
John R. Davie, Hugh B. Sutherland
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Modelling of Cohesive Soils: Soil Element Behaviors
2017The strain space multiple mechanism model, which was originally developed for the cyclic behavior of granular materials such as sand, is adapted to idealize the stress–strain behavior of clay under monotonic and cyclic loads. Compared to the conventional elasto-plastic models of the Cam-clay type, advantages of the proposed model include (1) the ...
Tomohiro Nakahara +2 more
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Pile-Soil System Response in a Cohesive Soil
1969This paper presents an investigation into the loading response of a saturated, cohesive soil medium associated with a pile-soil system. An instrumented test pile was driven in order to determine the adequacy with which proposed theories describe the field response of a pile-soil system. The test pile was a 50-ft-long 16-in.-diameter steel pipe in which
T. P. Airhart +3 more
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Dynamic strength of cohesive soils
Soil Mechanics and Foundation Engineering, 1997A mathematical model and procedure for its practical use, which are intended for determination of the dynamic ultimate strengths of cohesive soils (clays, clayey loams) under external dynamic (impact) loads, the duration of which is reckoned in tenths and hundredths of a second, are proposed.
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A Rheological Study of Cohesive Soils
1972An attempt has been made to describe the mechanistic behavior of remolded and undisturbed soils by application of the principles of rheology. This was accomplished by approximating and comparing the data obtained from transient creep tests and relaxation tests to the mathematical behavior of mechanical impedance models.
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Vertical Slope in Cohesive Soil
2017A classical problem of soil mechanics is the case of a vertical cutoff in a purely cohesive material (\(\phi =0\)), as occurs when making a vertical excavation, or a vertical slope. The problem to be considered in this chapter is the determination of a lower bound or an upper bound for the maximum possible height \(h_{c}\) of the slope, for a material ...
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Experimental Study on the Scouring Rate of Cohesive Soil in the Lower Yellow River
Coatings, 2022He Na, Liuqing Yang, Linjuan Xu
exaly
Modeling the hydraulic excavation of cohesive soil by a moving vertical jet
Ocean Engineering, 2021Cees Van Rhee, Arno Nobel
exaly