NDLI: A research for the anti-seepage effect about the anti-seepage body over earth-rock dam on the infinite deep pervious foundation

Content Provider	IEEE Xplore Digital Library
Author	Mao Hai-tao Zhang Ming-gao
Copyright Year	2011
Description	Author affiliation: Department of Architectural Engineering, Chongqing Three Gorges College, Chongqing China (Mao Hai-tao) \|\| Chongqing zhonghuan Construction Company Limited, Chongqing China (Zhang Ming-gao)
Abstract	Most anti-seepage body of the earth-rock dams which built on the infinite deep pervious foundation are horizontal blanket and vertical cut-off wall as the finite deep foundation's. It could only take the hanging vertical cut-off wall to control the seepage, but the effect will not distinctness if the hanging vertical cut-off wall is not deep enough in this way. It will costly and difficult to construct if we do them, the horizontal blanket is easy to construct and economy. But if the length of horizontal blanket is equal to the depth of vertical cut-off wall, the effect of the former will not do as well as the latter one. This paper is mainly compare the anti-seepage effects and the advantage and disadvantage of the horizontal blanket to the vertical anti-seepage wall by set mathematics models to calculate it, using a model experimentation to validate it, set an end to it. And the theoretic and the experiment are validated to each other.
Starting Page	3318
Ending Page	3321
File Size	402650
Page Count	4
File Format	PDF
ISBN	9781424481620
e-ISBN	9781424481651
DOI	10.1109/ICECENG.2011.6058384
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-09-16
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Efficiency depth Presses Infinite deep pervious foundation Biological system modeling Rocks Filtering theory Efficiency length Mathematical model Horizontal blanket Water resources Vertical cut-off wall
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

A pilot study of the method choice about the blanket length over earth-rock dam on the infinite deep pervious foundation

A Simplified Calculation Method of Seepage Flux for Slope-Wall Rock-Fill Dams with a Horizontal Blanket

Analysis and design of a deep subsurface dam.

OPTIMUM DEPTH OF PARTIAL CUT-OFF WITH IMPERVIOUS BLANKET-A CASE STUDY

Seepage remediation by positive cut-off walls: a compendium and analysis of north american case histories.

Effect of Width, Length and Position of Cutoff Wall on the Seepage Characteristics of Earth Dam

Numerical simulation of interaction of cut-off wall and earth-rock dam in

Finite Difference Modelling of Seepage in a Region of the Foundation Rock Below a Concrete Gravity Dam Wall

Effect of Horizontal Drain Length and Cutoff Wall on Seepage and Uplift Pressure in Heterogeneous Earth Dam with Numerical Simulation

A research for the anti-seepage effect about the anti-seepage body over earth-rock dam on the infinite deep pervious foundation

Similar Documents

A pilot study of the method choice about the blanket length over earth-rock dam on the infinite deep pervious foundation

A Simplified Calculation Method of Seepage Flux for Slope-Wall Rock-Fill Dams with a Horizontal Blanket

Analysis and design of a deep subsurface dam.

OPTIMUM DEPTH OF PARTIAL CUT-OFF WITH IMPERVIOUS BLANKET-A CASE STUDY

Seepage remediation by positive cut-off walls: a compendium and analysis of north american case histories.

Effect of Width, Length and Position of Cutoff Wall on the Seepage Characteristics of Earth Dam

Numerical simulation of interaction of cut-off wall and earth-rock dam in

Finite Difference Modelling of Seepage in a Region of the Foundation Rock Below a Concrete Gravity Dam Wall

Effect of Horizontal Drain Length and Cutoff Wall on Seepage and Uplift Pressure in Heterogeneous Earth Dam with Numerical Simulation

A research for the anti-seepage effect about the anti-seepage body over earth-rock dam on the infinite deep pervious foundation