STUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN.
STUDY TO BEARING CAPACITY OF MULTIPLATES FOUNDATION ON SOFT SOIL IN FIELD . Basuki Ampera, 25092011, Geotechnic Departement, Post Graduate Faculty, Institute of Technology Bandung . Multiplates Foundation is one of shallow foundation that the contact area are increased . As another foundation , this...
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id-itb.:12712005-02-15T12:27:35ZSTUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN. Ampera, Basuki Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/1271 STUDY TO BEARING CAPACITY OF MULTIPLATES FOUNDATION ON SOFT SOIL IN FIELD . Basuki Ampera, 25092011, Geotechnic Departement, Post Graduate Faculty, Institute of Technology Bandung . Multiplates Foundation is one of shallow foundation that the contact area are increased . As another foundation , this plate is used to bearing load from/at soft soil surface . This thesis presents results of axial sttaic loading test to single plate foundations/multiplates foundations in South of Sumatera . ASTM D1143-81 used as procedure this load testing . Multiplates Foundations used for this testing are variation about depth of plates, numbers of plates an dispaching of plates . Diameter of plates is 200 mm . Soil investigation in situ is done before loading testing by Cone Dutch Penetrometer Testing (Sondir), Hand Boring an d Vane Shear and samples testing at laboratory . Results of loading testing is relationship about load and settlements, these datas are plotted in logaritmic scala and normal scala . The datas are analysed by Terzaghis Formula . Deeper, more plates increase bearing capacity . In this tesis also is made a new formula for single plate foundation bearing capacity and multi plates foundation bearing capacity . text |
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STUDY TO BEARING CAPACITY OF MULTIPLATES FOUNDATION ON SOFT SOIL IN FIELD . Basuki Ampera, 25092011, Geotechnic Departement, Post Graduate Faculty, Institute of Technology Bandung . Multiplates Foundation is one of shallow foundation that the contact area are increased . As another foundation , this plate is used to bearing load from/at soft soil surface . This thesis presents results of axial sttaic loading test to single plate foundations/multiplates foundations in South of Sumatera . ASTM D1143-81 used as procedure this load testing . Multiplates Foundations used for this testing are variation about depth of plates, numbers of plates an dispaching of plates . Diameter of plates is 200 mm . Soil investigation in situ is done before loading testing by Cone Dutch Penetrometer Testing (Sondir), Hand Boring an d Vane Shear and samples testing at laboratory . Results of loading testing is relationship about load and settlements, these datas are plotted in logaritmic scala and normal scala . The datas are analysed by Terzaghis Formula . Deeper, more plates increase bearing capacity . In this tesis also is made a new formula for single plate foundation bearing capacity and multi plates foundation bearing capacity . |
format |
Theses |
author |
Ampera, Basuki |
spellingShingle |
Ampera, Basuki STUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN. |
author_facet |
Ampera, Basuki |
author_sort |
Ampera, Basuki |
title |
STUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN. |
title_short |
STUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN. |
title_full |
STUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN. |
title_fullStr |
STUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN. |
title_full_unstemmed |
STUDY DAYA DUKUNG PONDASI PELAT BERTINGKAT PADA TANAH LUNAK DI LAPANGAN. |
title_sort |
study daya dukung pondasi pelat bertingkat pada tanah lunak di lapangan. |
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https://digilib.itb.ac.id/gdl/view/1271 |
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