Titlebook: Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China; Volume 4: Technologi Sijing Wang,Runqiu Huan

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https://doi.org/10.1007/978-3-319-20726-1stly, the resonant column (RC) test was carried out to calibrate the test results of the bender element (BE) test, in order to eliminate the drawback of the near field effect affecting the subjectivity in determining the shear-wave travel time. Secondly, the BE test was simulated by DEM, which was u

amorphous

Microscale and Nanoscale Heat Transferfication standards. The general classification of rock and soil should be based on the basic material composition: solid, liquid and gas. Normally, the combination scheme of special components, grain size, porosity and degree of saturation can be adopted. In this paper, special components include or

臭了生氣

Polarons in Quasi-One-Dimensional Materialsate gas production, a constitutive model characterizing this multi-layer structure is required. Since the thickness of each layer is only a few centimeters, which is much smaller than the minimum unit size of numerical simulation, it is necessary to consider IHBS as an anisotropic continuum to impro

AVOW

發(fā)炎

convulsion

hypertension

金絲雀

Quasielastic Neutron Scattering from α-AgIta to evaluate the soil distribution and property at pile location is an important goal for the design of pile structure. This paper aims to evaluate the needed soil properties for design at pile location with the limited CPT data at several boreholes. In this paper, a new soil classification method

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