Effect of Sand Cushions under Strip and Isolated Footings on the Behavior of Expansive Soils Using Laboratory Model Tests /
تأثير الوسائد الرملية اسفل القواعد الشريطية والمنفصلة على تصرف التربة الانتفاشية باستخدام النماذج المعملية
khaled Darwish Said ; Supervised Ahmed Amr Darrag , Mohamed Magdi Kurkur
- Cairo : khaled Darwish Said , 2005
- 132P : charts ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering
Expansive soil is considered a worldwide problem that causes extensive damage to civil engineering structures The problems with foundations on expansive soils have included heaving , cracking and break - up of pavements , building foundations
Sand cushions Soils Using Laboratory Strip and isolated footings