Slopes Soil Mechanics Mathematical Models

19 books
Pore pressures in debris failure initiationNeil Frank Humphrey
⏱ 2h 49m

Pore pressures in debris failure initiation

Neil Frank Humphrey

1982169 pp.
Rotational failure mechanisms using multiple friction circles for stability analysisUnknown Author
⏱ 50m

Rotational failure mechanisms using multiple friction circles for stability analysis

Unknown Author

50 pp.
Numerical modelling of complex slope deformationsBoris Benko
⏱ 6h 6m

Numerical modelling of complex slope deformations

Boris Benko

2001366 pp.
Analysis of hydrological processes in unstable clayey slopesThom Bogaard
⏱ 3h 12m

Analysis of hydrological processes in unstable clayey slopes

Thom Bogaard

2001192 pp.
Slope stability 2000Geo-Denver 2000 (2000 Denver, Colo.)
⏱ 6h 15m

Slope stability 2000

Geo-Denver 2000 (2000 Denver, Colo.)

2001375 pp.
Modellierung der Abflussbildung und der Bodenwasserdynamik von HängenA. Bronstert
⏱ 3h 12m

Modellierung der Abflussbildung und der Bodenwasserdynamik von Hängen

A. Bronstert

1994192 pp.
Slope stability evaluations using digital terrain modelsK. O. Niemann
⏱ 28m

Slope stability evaluations using digital terrain models

K. O. Niemann

199228 pp.
Rotational failure mechanisms using multiple friction circles for stablility analysisDouglas A. Crum
⏱ 50m

Rotational failure mechanisms using multiple friction circles for stablility analysis

Douglas A. Crum

199150 pp.
Il ruolo della meccanica e dell'ingegneria delle rocce nella protezione del territorio e dell'ambiente =Unknown Author
⏱ 6h 24m

Il ruolo della meccanica e dell'ingegneria delle rocce nella protezione del territorio e dell'ambiente =

Unknown Author

2000384 pp.
Ti fang an po wen ding yu di xing jie gou you hua fen xi fang faRongyong Ma
⏱ 4h 14m

Ti fang an po wen ding yu di xing jie gou you hua fen xi fang fa

Rongyong Ma

2013254 pp.
Hua po yu ce de ji suan zhi neng fang faYong Liu
⏱ 1h 58m

Hua po yu ce de ji suan zhi neng fang fa

Yong Liu

2012118 pp.
Comparison of seismic slope-performance modelsScott B Miles
⏱ 38m

Comparison of seismic slope-performance models

Scott B Miles

199938 pp.
Java programs for using Newmark's method and simplified decoupled analysis to model slope performance during earthquakesRandall W. Jibson

Java programs for using Newmark's method and simplified decoupled analysis to model slope performance during earthquakes

Randall W. Jibson

2003No page data
LandslidesJ. J. Clague
⏱ 7h 16m

Landslides

J. J. Clague

2012436 pp.
Tagebaubedingte Deformationen im LockergesteinChristian Karcher
⏱ 3h 13m

Tagebaubedingte Deformationen im Lockergestein

Christian Karcher

2003193 pp.
Abschlussbericht, DFG-Projekt Pe 187/9 Geotechnisches InformationssystemK. Foppe
⏱ 3h 12m

Abschlussbericht, DFG-Projekt Pe 187/9 Geotechnisches Informationssystem

K. Foppe

1998192 pp.
Java programs for using Newmark's method to model slope performance during earthquakes (Open-file report)Randall W. Jibson

Java programs for using Newmark's method to model slope performance during earthquakes (Open-file report)

Randall W. Jibson

2002No page data
Java programs for using Newmark's method and simplified decoupled analysis to model slope performance during earthquakes (Open-file report)Randall W. Jibson

Java programs for using Newmark's method and simplified decoupled analysis to model slope performance during earthquakes (Open-file report)

Randall W. Jibson

2003No page data
Zai bian lian shi yan hua gen zong ji shuChengxie Xiao
⏱ 4h 34m

Zai bian lian shi yan hua gen zong ji shu

Chengxie Xiao

2011274 pp.