Porewater pressure increases in soil and rock from under- ground chemical and nuclear explosions. Engieering Geology 1996; 43(4):225-236.Charlie, W.A., Veyera, G.E., Durnford, D.S., Doehring, D.O. 1996. Porewater pressure increases in soil and rock from underground chemical and ...
An analytical procedure is presented for evaluating the general characteristics of pore-water pressure buildup and subsequent dissipation in sand deposits both during and following a period of earthquake shaking. It is shown that in layers of fine sand, excess hydrostatic pressures may persist for an...
The smear effect resulting from PVD installation also reduced the permeability of soil around the PVD. A typical excess pore pressure dissipation curve with time and fill status at the apron is shown in Fig. 6.21. In general, excess pore water pressure increased during the fill construction and...
[translate] aYes, I agree. 是,我同意。 [translate] aThroughout the excavation simulation, it is assumed that the drainage boundary [translate] aground movement, nail force, pore water pressure and soil behaviour in the 地面运动、钉子力量、水孔压力和土壤行为在 [translate] ...
ain pore water pressure leading to local soil liquefaction around the impact zone 在导致地方土壤液化的水孔压力在冲击区域附近 [translate] 英语翻译 日语翻译 韩语翻译 德语翻译 法语翻译 俄语翻译 阿拉伯语翻译 西班牙语翻译 葡萄牙语翻译 意大利语翻译 荷兰语翻译 瑞典语翻译 希腊语翻译 51La ...
Low pore-water pressure responses observed during undrained isotropic loading of thinly interbedded varved clay specimens were related to internal pore-water pressure equalization and internal shearing between soft clay seams and stiff silt layers of the varved clay. Both processes were analyzed in two...
Unloading induces negative excess porewater pressure in soil mass around a foundation pit during excavation. In this work, the dissipation rule of negative excess porewater pressure after excavation was studied. Analytical formulas for calculating the negative excess porewater pressures and the effective...
Thestrengthofsoilcan beimprovedbydissipatingtheporewaterpressureby means ofvacuumdrainagepreloading. 真空排水预压加固软基是通过孔隙水压力的消散来增强土体的强度。 www.diandi8.cn 7. Thechangelawsbetweenpore-waterpressureandsoilhorizontaldisplacementaredeeplyanalyzedbymeans offieldmonitoring. ...
这是没有用叹气.your工作一直不会做以您的叹气。 [translate] a努力,不惜一切、为了自己更卓越 Diligently, in order to does not hesitate all, own remarkably [translate] aThis causes pressure in the pore water of the soil to increase. 这在土壤的水孔导致压力对增量。 [translate] ...
Simplified analytical procedure of stabilizing piles against sliding considering pore water pressure; 考虑边坡内孔隙水压力效应的抗滑桩简化分析方法 3. Variation law of pore water pressure in soil improved by underwater vacuum preloading method; 水下真空预压过程中孔隙水压力变化规律研究 更多例句>> 5...