Theses list

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Row Code Title Year Code Field XML View
5101 21270 Determination of optimum compaction energy in different phases of dynamic compaction operation using 3D finite element modeling 0 khu-cv-ths-301-61438 Get XML Data 12 Time(s)
5102 21271 Development of an analytical method for analysis of soil slopes stabilization by micropile 0 khu-cv-ths-301-61439 Get XML Data 12 Time(s)
5103 21272 Evaluation of Settlement and Bearing Capacity of Shallow Foundations on Liquefiable ground by Analytical approach 0 khu-cv-ths-301-61440 Get XML Data 12 Time(s)
5104 21273 stabilization of breakwater located on the soft clay by using geotextile 0 khu-cv-ths-301-61441 Get XML Data 12 Time(s)
5105 21274 3-Dimensional modeling of the performance excavation walls stabilized using concrete blocks and anchorage 0 khu-cv-ths-301-61442 Get XML Data 25 Time(s)
5106 21275 3-Dimensional modelling of the performance of excavation walls stabilized using soldier piles and anchorage 0 khu-cv-ths-301-61443 Get XML Data 27 Time(s)
5107 21276 seismic behavior of narrow reinforced wall with rigid facing 0 khu-cv-ths-301-61444 Get XML Data 12 Time(s)
5108 21277 Analysis of Pile group under Lateral Loading using Non-linear Springs Method 0 khu-cv-ths-301-61445 Get XML Data 14 Time(s)
5109 21278 Evaluation of lateral earth pressure on the laggings with variation of soldier piles spacing 0 khu-cv-ths-301-61446 Get XML Data 14 Time(s)
5110 21279 Effect of the separation elements on the coarse-grained and rock materials penetration into the soft clayey layers 0 khu-cv-ths-301-61448 Get XML Data 13 Time(s)
5111 21280 Finite element modeling of behavior of braced cut in the corners of excavation 0 khu-cv-ths-301-61449 Get XML Data 13 Time(s)
5112 21281 Seismic behavior of flexible quay walls in liquefiable soils 0 khu-cv-ths-301-61451 Get XML Data 13 Time(s)
5113 21282 Analytical Solution for Active Earth Pressure on Retaining Walls of Narrow Backfill Width Considering Arching Effect 0 khu-cv-ths-301-61452 Get XML Data 13 Time(s)
5114 21283 3-Dimensional numerical modeling of sand compaction piles installation 0 khu-cv-ths-301-61453 Get XML Data 29 Time(s)
5115 21284 Numerical simulation of sand compaction pile in loose saturated sand 0 khu-cv-ths-301-61459 Get XML Data 12 Time(s)
5116 21285 Numerical simulation of land subsidence due to groundwater exploitation 0 khu-cv-ths-301-61460 Get XML Data 13 Time(s)
5117 21286 Numerical Simulation of Micropiled Raft Foundation of Power Transmission Line Towers 0 khu-cv-ths-301-61461 Get XML Data 12 Time(s)
5118 21287 Time history analysis of rigid gravity retaining walls with narrow width cohesionless granular backfill under earthquake loading 0 khu-cv-ths-301-61462 Get XML Data 14 Time(s)
5119 21288 study of reinforcement forces and distribution earth pressure on nailed wallsstudy of reinforcement forces and distribution earth pressure on nailed wallsstudy of reinforcement forces and distribution earth pressure on nailed wallsstudy of reinforcement forces and distribution earth pressu 0 khu-cv-ths-301-61463 Get XML Data 12 Time(s)
5120 21328 Design Value Chain in TD-LTE Modems market with Lean Business Coaching Method 0 khu-cv-ths-327-61556 Get XML Data 11 Time(s)
5121 21329 Rhetorical arrangements and persuasion tricks in Rumi's sermons (relying ondiscourses of rumi and Rumi's seven meetings) 0 khu-cv-ths-443-61565 Get XML Data 13 Time(s)
5122 21331 Studing of the effect human recource quality on employee petformance with emphasis on organizational virtunes 0 khu-cv-ths-354-61576 Get XML Data 12 Time(s)
5123 21333 Investigating the effect of management competencies on administrators job performance in Ghor Institute of Higher Education- Afghanistan 0 khu-cv-ths-367-61593 Get XML Data 13 Time(s)
5124 21334 Modeling and Solving a multi objective supplier selection within Random demand 0 khu-cv-ths-291-61610 Get XML Data 13 Time(s)
5125 21335 Analysis contractor selection by applying project management standards and evaluation based on fuzzy MCDM (Case study: Pars Oil and Gas Company ) 0 khu-cv-ths-291-61625 Get XML Data 13 Time(s)
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