dc.contributor.author | Vasishtha, G. K. | |
dc.date.accessioned | 2014-11-12T10:00:22Z | |
dc.date.available | 2014-11-12T10:00:22Z | |
dc.date.issued | 1970 | |
dc.identifier | M.Tech | en_US |
dc.identifier.uri | http://hdl.handle.net/123456789/8203 | |
dc.guide | Justo, C. E. G. | |
dc.description.abstract | Rcttionaiisiation of dootgn concepts for aoii- camont beco couroo s t o a problovi ongaging the attontion of Highia Enjt oraq tnd repoatod loading taste are oitpeatod to provide fl roaliotic ano of oaaoo soil cent properties In the laborato r for prdiettn Ito field b.beviour under ropotitivo traffic loads. Ai attempt 'hair boon made to OtUd7 the offeato or repeated opp eat one of u-treso on the ntrongth ard dofortnation pi roetoriGties of coile•omant Opoeit ono. An i tigonoua +peate load equipment to lo rally rabrientod for the purposo.. Comprei3iivo and end flomtrelotiengths being rrnin characteristics of call o nt oyltn.dorteal and boom specimens are tooted under ropeotod load for different levels of Dtabicall7 appitod ulttmate otreoc, ffoct of curing conditiono on the ctro g-th of spooiiono in olso ob rvDd • At lois duos 4ovvio both compreaoio as roU as flo=ral strengths of specimens ore found to increase duo to repeated load opplication. Hover* the relation bo reen applied tlo*urctl stress and fiber of load ropettti.ons is not found to be linear no it Is in case of connote. | en_US |
dc.language.iso | en | en_US |
dc.subject | CIVIL ENGINEERING | en_US |
dc.subject | REPEATED LOADING | en_US |
dc.subject | SOIL-CEMENT SPECIMENS | en_US |
dc.subject | TRAFFIC LOADS | en_US |
dc.title | STUDY OF EFFECTS OF REPEATED LOADING ON SOIL-CEMENT SPECIMENS | en_US |
dc.type | M.Tech Dessertation | en_US |
dc.accession.number | 106653 | en_US |