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Theses list
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Code
Title
Year
Code
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276
20040
Analytical calculation of resonant frequency of cemented alluviums considering bond Degradation effects.
0
khu-cv-ths-324-56178
13 Time(s)
277
20039
Improvement of geotechnical properties of contaminated clay using artificial cementation
0
khu-cv-ths-324-56177
9 Time(s)
278
20038
Numerical modeling of thermal triaxial test on structured saturated clay
0
khu-cv-ths-324-56176
9 Time(s)
279
20037
Determination of thermo-mechanical Characteristics of Bentonite-sand mixture using thermal triaxial test
0
khu-cv-ths-324-56175
9 Time(s)
280
20036
Using phytoremediation for reducing the level of organic pollutants and evaluation of its effects on soil geotechnical properties
0
khu-cv-ths-324-56174
9 Time(s)
281
20035
cemented Sandy Soil Improvement With Revocable Plastic Wastes
0
khu-cv-ths-324-56172
9 Time(s)
282
20034
Evaluation of geometrical scale effects on experimental modeling of dynamic compaction adjacent to slopes
0
khu-cv-ths-324-56170
9 Time(s)
283
20033
An analytical method for seismic response analysis of coarse grained cemented alluviums
0
khu-cv-ths-324-56168
9 Time(s)
284
20032
Development of a thermo-mechanical constitutive model for structured clays
0
khu-cv-ths-324-56166
9 Time(s)
285
20030
Experimental study of thermo-mechanical behavior of saturated structured clays at elevated temperatures
0
khu-cv-ths-324-56164
9 Time(s)
286
20044
Determination of active earth pressure on retaining walls due to the machine vibration
0
khu-cv-ths-324-56184
8 Time(s)
287
20029
Consolidation behavior of oil contaminated clays
0
khu-cv-ths-324-56163
9 Time(s)
288
20028
Numerical modeling of tamper shape effects to minimize vibrations induced during dynamic compaction
0
khu-cv-ths-324-56162
9 Time(s)
289
20027
Evaluation of effective parameters in ground vibrations induced during pile driving process
0
khu-cv-ths-324-56161
9 Time(s)
290
20026
The Optimum Form of Geo-Foam Core Pyramidal and Conical Shell Foundations using Numerical Modeling
0
khu-cv-ths-324-56160
9 Time(s)
291
20020
A novel method for computing signal-to-nise ratio with application in machine learning to forcast ETF's performance
0
khu-cv-ths-276-56077
11 Time(s)
292
20043
Experimental investigation of optimum depth of Geo-Grid reinforcement In the estimation of bearing capacity of shell foundation adjacent to sandy slopes
0
khu-cv-ths-324-56183
9 Time(s)
293
20045
Reinforcement of the brick building using columns central core up to the subgrade
0
khu-cv-ths-324-56185
8 Time(s)
294
20046
Impact of pile driving on the sustainability of underground spaces(case study part of route 4 of Karaj Metro)
0
khu-cv-ths-324-56186
8 Time(s)
295
20057
Using phytoremediation for reducing the level of oil organic pollutants and evaluation of its effects on soil geotechnical properties
0
khu-cv-ths-324-56199
8 Time(s)
296
20056
Experimental investigation of the efficiency of sand reinforced with cement and rejected plastic containers as the pavement subgrade
0
khu-cv-ths-324-56197
8 Time(s)
297
20055
Experimental investigation of grain size effects on anisotropic shear behavior of sand and textured geomembrane interface
0
khu-cv-ths-324-56196
8 Time(s)
298
20054
Numerical Determination of design spectrum for Tehran cemented alluvium
0
khu-cv-ths-324-56195
8 Time(s)
299
20053
Presenting a design spectra for Karaj city considering site effect
0
khu-cv-ths-324-56194
8 Time(s)
300
20052
Efficiency of open trench and void pile in passive isolation of vibrations induced during dynamic compaction process
0
khu-cv-ths-324-56193
8 Time(s)
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