Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench

A Master of Science thesis in Civil Engineering by Abdel Razzaq Abu Othman entitled, “Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench”, submitted in May 2025. Thesis advisor is Dr. Mousa Attom and thesis co-advisor is Dr. Mohammad Yamin. Soft co...

وصف كامل

محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Abu Othman, Abdel Razzaq (author)
التنسيق: doctoralThesis
منشور في: 2025
الموضوعات:
الوصول للمادة أونلاين:https://hdl.handle.net/11073/26150
الوسوم: إضافة وسم
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author Abu Othman, Abdel Razzaq
author_facet Abu Othman, Abdel Razzaq
author_role author
dc.contributor.none.fl_str_mv Attom, Mousa
Yamin, Mohammad
dc.creator.none.fl_str_mv Abu Othman, Abdel Razzaq
dc.date.none.fl_str_mv 2025-06-25T07:12:38Z
2025-06-25T07:12:38Z
2025-05
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv 35.232-2025.12
https://hdl.handle.net/11073/26150
dc.language.none.fl_str_mv en_US
dc.subject.none.fl_str_mv Bearing capacity factors
Ultimate bearing capacity
Trapezoidal trenches
LimitState:GEO software
Discontinuity Layout Optimization (DLO)
dc.title.none.fl_str_mv Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/doctoralThesis
description A Master of Science thesis in Civil Engineering by Abdel Razzaq Abu Othman entitled, “Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench”, submitted in May 2025. Thesis advisor is Dr. Mousa Attom and thesis co-advisor is Dr. Mohammad Yamin. Soft copy is available (Thesis, Completion Certificate, Approval Signatures, and AUS Archives Consent Form).
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language_invalid_str_mv en_US
network_acronym_str aus
network_name_str aus
oai_identifier_str oai:repository.aus.edu:11073/26150
publishDate 2025
repository.mail.fl_str_mv
repository.name.fl_str_mv
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spelling Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular TrenchAbu Othman, Abdel RazzaqBearing capacity factorsUltimate bearing capacityTrapezoidal trenchesLimitState:GEO softwareDiscontinuity Layout Optimization (DLO)A Master of Science thesis in Civil Engineering by Abdel Razzaq Abu Othman entitled, “Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench”, submitted in May 2025. Thesis advisor is Dr. Mousa Attom and thesis co-advisor is Dr. Mohammad Yamin. Soft copy is available (Thesis, Completion Certificate, Approval Signatures, and AUS Archives Consent Form).College of EngineeringDepartment of Civil EngineeringMaster of Science in Civil Engineering (MSCE)Attom, MousaYamin, Mohammad2025-06-25T07:12:38Z2025-06-25T07:12:38Z2025-05info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdf35.232-2025.12https://hdl.handle.net/11073/26150en_USoai:repository.aus.edu:11073/261502025-06-26T12:25:32Z
spellingShingle Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
Abu Othman, Abdel Razzaq
Bearing capacity factors
Ultimate bearing capacity
Trapezoidal trenches
LimitState:GEO software
Discontinuity Layout Optimization (DLO)
status_str publishedVersion
title Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
title_full Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
title_fullStr Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
title_full_unstemmed Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
title_short Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
title_sort Bearing Capacity Factors for Strip Footings on Soft Clay Stabilized with a Trapezoidal Granular Trench
topic Bearing capacity factors
Ultimate bearing capacity
Trapezoidal trenches
LimitState:GEO software
Discontinuity Layout Optimization (DLO)
url https://hdl.handle.net/11073/26150