01572nam a22001457a 4500999001700000100006100017245007300078260003000151300000900181500105700190700003701247856003201284942001101316952009901327  c66471d66468  aAbdul Qadeer a15MESTR01aSupervisor - Dr. Riaz Bhanbhro  aStrength Properties of Locally Improved Soils Using Different Meshes  aNawabshah:bQUEST,c2019.  a23p.  a


ABSTRACT

This study focuses to using geo membrane to soil can strengthen the properties. The possible outcome of this research give benefit and fundamental necessary baseline data for using meshes in structures like embankments to prevent the embankment failures, i.e. breaches, failures due to overtopping, erosion/seepage and thus water losses due to seepage. The results benefits also enable to understand mechanical behaviors and strength parameters of different types of geo membrane like fabric and steel under various loading conditions. From results it was found increasing meshes layer can increase the shear strength in soil and can resist embankment failure. It is also found the that friction angle slightly increased with addition of layer; however, effect on cohesion was observed but is not proper and counted as negligible which needs more detailed investigation as cohesion is supposed to be increased. Strain hardening behavior was observed in all the tests and the cemented soils showed higher void ratio reduction and strains.
  aDepartment of Civil Engineering   uhttp://tinyurl.com/mr9zjys5  cTHESIS  00104070aQUESTCLbRESEARCHd2020-03-16l0oR/IMS-19pMP/57-721r2020-03-16 00:00:00yTHESIS