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The mechanics and influencing factors of wind erosion have been investigated by many people for a long time. A semi-empirical equation for estimating wind erosion on soil was established by Woodruff et al. (1965). In this equation, the dust emission by wind erosion on a surface was expressed...
The formulas for calculating the bearing capacities of MUAs in the two failure modes are then derived based on the equilibrium balance theory. The methodology to derive the ultimate uplift capacity of MUAs proposed here is in close agreement with model test data. The ultimate capacity of MUAs ...
Gibbs HJ (1962) A study of erosion and tractive force characteristics in relation to soil mechanics properties (Division of Engineering Laboratories, Soils Engineering Report No. EM-643). Denver, Colorado Govindasamy AV (2009) Simplified method for estimating future scour depth at existing bridges....
Soil classification and analysis are essential for understanding soil properties and serve as a foundation for various engineering projects. Traditional methods of soil classification rely heavily on costly and time-consuming laboratory and in-situ tests
Based on this, combined with the relevant formulas of elastic mechanics, the additional stress of the cutterhead panel due to soil compaction can be obtained. The extrusion deformation caused by the cutterhead rotation is very small, and it can be considered that the deformation and the additional...
The permeability of cracked soil is often analyzed by means of continuum mechanics methods based on the permeability of the soil matrix and crack network [48], and thus the permeability tensor must be determined. Khoei et al. [49] have developed a numerical method to simulate the two-phase ...
The shaking table test was performed on a reinforced soil slope at the Beijing Huixian Earthquake Engineering Comprehensive Laboratory, Institute of Engineering Mechanics, China Earthquake Administration. A large three-way electro-hydraulic servo seismic simulation shaking table was used. In the experiment...
CHAPTER 4 - PILE-SOIL INTERACTION (PSI) FINITE ELEMENT CODE 06_chapter_4_psi_finite_element_code 热度: Analysis of 3-D Contact Mechanics Problems by the Finite Element and Boundary Element Methods 热度: Analysis of pile-soil interaction under lateral loading using infinite and finite elements ...
Fredlund DG (2002) Use of soil–water characteristic curves in the implementation of unsaturated soil mechanics. In: Proc. 3rd Int. Conf. Unsat. Soils, Recife, March, Brazil 3:10–13 Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. John Wiley and Sons, New York. htt...