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Titlebook: Soil Stress-Strain Behavior: Measurement, Modeling and Analysis; A Collection of Pape Hoe I. Ling,Luigi Callisto,Junichi Koseki Conference

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樓主: Washington
61#
發(fā)表于 2025-4-1 03:28:59 | 只看該作者
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The Effects of Controlled Destructuring on the Small Strain Shear STiffness , of Bothkennar Clayexist at states outside the state boundary surface for the reconstituted soil, resulting in greater peak undrained strength and yield stress at a given void ratio. The structure of soft clays is gradually destroyed by strain; understanding the process of destructuring is important both in developing
64#
發(fā)表于 2025-4-1 16:08:50 | 只看該作者
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Mechanical Behavior of Florence Clay at the High-speed Train Stationaples the execution of an extensive experimental program..Special triaxial and RCTS (resonant column-torsional shear) tests were performed using deep undisturbed samples of Florence clay. To reduce initial damage to specimens, the coil wire suspension method, proposed by the Imperial College, was ad
66#
發(fā)表于 2025-4-2 00:44:46 | 只看該作者
Stiffness of Natural and Reconstituted Augusta Clay at Small to Medium Strainsms of stiffness characteristics either in the small and medium strain range. It has been found that the small-strain shear modulus of natural soil is always higher than that of the reconstituted material. A normalization procedure was proved useful in interpreting the small-strain test results. At l
67#
發(fā)表于 2025-4-2 06:36:07 | 只看該作者
The Influence of Meso-Structure on the Mechanical Behaviour of a Marly Clay from Low to High Strains of San Giuliano di Puglia suggested that site amplification significantly affected the seismic response of the Toppo Capuana marly clay formation..The geotechnical laboratories of both the University of Napoli and the Technical University of Bari were entrusted by the Department of Civil Protection
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