๐”– Scriptorium
โœฆ   LIBER   โœฆ

๐Ÿ“

Guidelines for Evaluating Water in Pit Slope Stability

โœ Scribed by Geoff Beale, John Read


Publisher
CRC Press
Year
2014
Tongue
English
Leaves
615
Category
Library

โฌ‡  Acquire This Volume

No coin nor oath required. For personal study only.

โœฆ Synopsis


Guidelines for Evaluating Water in Pit Slope Stability is a comprehensive account of the hydrogeological procedures that should be followed when performing open pit slope stability design studies. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on the stability of rock slopes in open pit mines, this book expands on the hydrogeological model chapter in the LOP projectโ€™s previous book Guidelines for Open Pit Slope Design (Read & Stacey, 2009; CSIRO Publishing/CRC Press).

The book comprises six sections which outline the latest technology and best practice procedures for hydrogeological investigations. The sections cover: the framework used to assess the effect of water in slope stability; how water pressures are measured and tested in the field; how a conceptual hydrogeological model is prepared; how water pressures are modelled numerically; how slope depressurisation systems are implemented; and how the performance of a slope depressurisation program is monitored and reconciled with the design.


Guidelines for Evaluating Water in Pit Slope Stability offers slope design practitioners with a road map that that will help them decide how to investigate and treat water pressures in pit slopes. It provides guidance and essential information for mining and civil engineers, geotechnical engineers, engineering geologists and hydrogeologists involved in the investigation, design and construction of stable rock slopes.

โœฆ Subjects


ะ“ะพั€ะฝะพ-ะณะตะพะปะพะณะธั‡ะตัะบะฐั ะพั‚ั€ะฐัะปัŒ;ะ“ะพั€ะฝะพะต ะดะตะปะพ;ะžั‚ะบั€ั‹ั‚ั‹ะต ะณะพั€ะฝั‹ะต ั€ะฐะฑะพั‚ั‹;ะะพั€ะผะฐั‚ะธะฒะฝั‹ะต ะดะพะบัƒะผะตะฝั‚ั‹


๐Ÿ“œ SIMILAR VOLUMES


Guidelines for Open Pit Slope Design
โœ John Read, Peter Stacey ๐Ÿ“‚ Library ๐Ÿ“… 2009 ๐Ÿ› CRC Press ๐ŸŒ English

<P>Guidelines for Open Pit Slope Design is a comprehensive account of the open pit slope design process. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on the stability of rock slopes in open pit mines, this book provides an up-to

Guidelines for Open Pit Slope Design in
โœ Derek Martin (editor), Peter Stacey (editor) ๐Ÿ“‚ Library ๐Ÿ“… 2018 ๐Ÿ› CSIRO Publishing ๐ŸŒ English

<span><p>Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slo

Guidelines for Open Pit Slope Design in
โœ Derek Martin (editor), Peter Stacey (editor) ๐Ÿ“‚ Library ๐Ÿ“… 2018 ๐Ÿ› CSIRO Publishing ๐ŸŒ English

<span><p>Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slo

Water Control Gates: Guidelines for Insp
โœ Condition Assessment of Water Control Gates Task Committee of the Hydropower Tec ๐Ÿ“‚ Library ๐Ÿ“… 2012 ๐Ÿ› American Society of Civil Engineers ๐ŸŒ English

Water Control Gates: Guidelines for Inspection and Evaluation provides information and techniques for assessing water control gates, focusing particularly on those controlling reservoirs impounded by a dam. As many dams in the United States reach or pass their 50-year design lives, water control gat

Water Control Gates - Guidelines for Ins
โœ Task Committee on Condition Assessment of Water Control Gates ๐Ÿ“‚ Library ๐Ÿ“… 2012 ๐Ÿ› American Society of Civil Engineers (ASCE)

This book provides information and techniques for assessing water control gates, focusing particularly on those controlling reservoirs impounded by a dam. As many dams in the United States reach or pass their 50-year design lives, water control gates and other features must be examined to determine