Titlebook: Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls; Hemanta Hazarika,Motoki Kazama,Wei F. Lee Conference proceedings 2017 Spr

只看該作者 · 發(fā)表于 2025-3-29 13:10:35

Bearing Capacity of Breakwater Mound Under Tsunami-Induced Seepage Flowzontal load and seepage flow. According to the model tests, seepage force resulted in decrease of a bearing capacity. In addition, it was confirmed that finite element method analyses could simulate the model tests, and the suitable hypothetical adhesion was shown to simulate the effect of seepage force.

只看該作者 · 發(fā)表于 2025-3-29 16:26:21

只看該作者 · 發(fā)表于 2025-3-29 20:14:49

只看該作者 · 發(fā)表于 2025-3-30 03:12:51

只看該作者 · 發(fā)表于 2025-3-30 07:56:46

Problemstellung und theoretischer Rahmen,ical examinations including the centrifuge model tests, it can be concluded that the increase of the pore water pressure in the thin ash-fall deposits layer with high permeability has promoted the decrease of the effective confining pressure in the layer, and it caused the surface failures in the hillside slopes.

		自動登錄	找回密碼
密碼			To register

關(guān)于派博傳思			派博傳思旗下網(wǎng)站			友情鏈接
派博傳思介紹	公司地理位置	論文服務(wù)流程	影響因子官網(wǎng)	吾愛論文網(wǎng)	大講堂	北京大學(xué)	Oxford Uni.	Harvard Uni.
發(fā)展歷史沿革	期刊點(diǎn)評	投稿經(jīng)驗(yàn)總結(jié)	SCIENCEGARD	IMPACTFACTOR	派博系數(shù)	清華大學(xué)	Yale Uni.	Stanford Uni.
\|Archiver\|手機(jī)版\|小黑屋\| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-10 03:17
Copyright © 2001-2015 派博傳思京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved