EMBANKMENT FAILURE: AN ANALYSIS USING BASIC SOIL MECHANICS AND SMOOTHED PARTICLE HYDRODYNAMICS (Record no. 23023)

MARC details
000 -LEADER
fixed length control field 00634nam a2200121Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 211203s9999 xx 000 0 und d
041 ## - LANGUAGE CODE
Language code of text/sound track or separate title English
952 ## - LOCATION AND ITEM INFORMATION (KOHA)
Barcode P144
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name VENKATARAMAN R
520 ## - SUMMARY, ETC.
Summary, etc. A part of the approach embankment designed as reinforced earth retaining wall at the maximum section, under construction underwent a classical slip failure/bearing capacity failure through the underlying subsoil after a period of prolonged heavy rainfall.
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://library.psgitech.ac.in/projects/151IARP144.pdf">http://library.psgitech.ac.in/projects/151IARP144.pdf</a>
Holdings
Home library Koha item type Date last seen Total Checkouts Price effective from Koha item type Public note Lost status Damaged status Not for loan Withdrawn status Current library Date acquired
EMBANKMENT FAILURE: AN ANALYSIS USING BASIC SOIL MECHANICS AND SMOOTHED PARTICLE HYDRODYNAMICS                        
  Project                      
Central Library, PSG Institute of Technology and Applied Research   03/12/2021   03/12/2021 Project CIVIL         Central Library, PSG Institute of Technology and Applied Research 03/12/2021