Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Mohammad Siroos Pakbaz"'
Publikováno v:
KSCE Journal of Civil Engineering. 25:1700-1704
This study presents the results of an extensive laboratory model tests for lateral dynamic compaction on dry sand on the slope. At lateral dynamic compaction, the tamper strikes the surface of the sloping layer vertically in a circular path. The set
Publikováno v:
KSCE Journal of Civil Engineering. 25:398-403
Dynamic compaction is a low-cost soil improvement method that is most commonly applied in sandy soils. Free fall compaction is not applicable to compact the soil in the slope, but it is possible to perform lateral dynamic compaction in the slope. In
Autor:
Afshin Shafigh, Mohammad Siroos Pakbaz
Publikováno v:
Indian Geotechnical Journal. 51:397-404
Dynamic triaxial test is one of the most common geotechnical laboratory tests to measure the dynamic properties of soils. Therefore, dynamic triaxial devices have been developed to increase the accuracy of measuring dynamic soil parameters as well as
Publikováno v:
Journal of Earthquake Engineering. 26:3572-3600
This paper presents the applicability of Reduced Length Buckling-Restrained Braces (RLBRBs) in combination with strut elements in deep excavations. Strut members are used as part of the lateral loa...
Autor:
Babak Jamhiri, Mohammad Siroos Pakbaz
Publikováno v:
Civil and Environmental Engineering Reports, Vol 30, Iss 2, Pp 105-132 (2020)
This research investigates the mechanical behavior of artificially cemented sandy soils formed by lime alkali activation of natural zeolite under saturation settings. In order to verify the bar capability of cemented sands with this new method, an an
Publikováno v:
Arabian Journal of Geosciences. 14
Pile groups are commonly used in geotechnical engineering construction; thus, understanding the response of a pile group located near a soil slope is of practical value to structural design. The purpose of this study was to analyze the response of pi
Publikováno v:
Geomicrobiology Journal. 37:213-229
In this research, we investigated the abilities of three different concentration of sugarcane molasses as a carbon source to stimulate indigenous bacterial growth in different classes of soil, name...
Publikováno v:
Geomicrobiology Journal. 35:821-828
Recent studies have shown that the use of biostimulation is an effective technique to eliminate the environmental side effects of traditional soil improvement methods. The use of indigenous bacteri...
Publikováno v:
Case Studies in Construction Materials, Vol 8, Iss, Pp 131-138 (2018)
Today, the increased need for construction in congested urban areas has necessitated construction of tall and massive structures. In these cases, design engineers have the option of excavation and digging of undisturbed and fresh spaces under the gro
Publikováno v:
Geomicrobiology Journal. 35:721-726
A new method for soil stabilization known as microbial-induced calcite precipitation (MICP) has been the focus of research in this area during the last decade. In this method, the reaction of micro...