Application of Digital Particle Image Velocimetry in the Analysis of Scale Effects in Granular Soil [PDF]
, 2017 The available studies in the literature which dealt with the scale effects of strip footings on different sand packing systematically still remain scarce.
Antony, SJ, Jahanger, ZK
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BuildingsThe soil surrounding foundations is typically heterogeneous and anisotropic; however, existing studies for estimating the ultimate bearing capacity of foundations adjacent to slopes are predominantly applicable to isotropic and homogeneous soils.
Qing Yan +3 more
doaj +1 more source
Experimental Study on Mechanical Behavior of Shear Connectors of Square Concrete Filled Steel Tube
Applied Sciences, 2017 In order to quantitatively evaluate the shear-bearing capacity of shear connectors of square concrete filled steel tube (CFST), push-out tests on 14 square CFSTs with shear connectors have been carried out. Among the 14 CFSTs, there are 13 specimens with
Qiyun Qiao +4 more
doaj +1 more source
Analysis of Stress State of Bolts Under Different Anchorage Qualities [PDF]
, 2018 A series of pull-out tests were conducted in order to study the stress states of bolts under different anchorage qualities and to simulate the influence of quality defects in empty-slurry and low-strength mortar anchorage in actual engineering. The tests
Sun, B. (Bing) +3 more
core +2 more sources
Korelasi Penentuan Daya Dukung Tiang Cara Empirik (Cpt) Dengan Pile Driven Analysis (Pda) Di Kota Pekanbaru [PDF]
, 2007 Axial bearing capacity of pile foundation can be estimated empirically from cone penetration test (CPT). Actual capacity of foundation can be obtained from static load test or pile driving analyzer (PDA).
Nugroho, S. (SA), Yusa, M. (Muhamad)
core
Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]
, 2016 Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
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Ultimate Bearing Capacity of Stabilized Soil in Pavements
International Journal of Innovative Technology and Exploring Engineering, 2020 This paper discusses the Ultimate Bearing Capacity of a stabilized soil by using the fly ash, stone dust and rubber powder for design of a pavement. This paper will help in utilization of locally available waste materials to reuse in the subbase and subgrade layers of pavement.
Kalvala Abhiram*, Mudigonda Harish Kumar
openaire +1 more source
Perbandingan Kapasitas Dukung Aksial Pondasi Tiang Tunggal dengan Beberapa Metode Analisis (Studi Kasus : Pondasi Rumah Sakit Pendidikan Universitas Riau Pekanbaru) [PDF]
, 2014 A pile foundation design should be done carefully and as carefully as possible. Each foundation must be able to support loads up to the limit safely, including supporting the maximum load that may occur.
Muhardi, M. (Muhardi) +2 more
core
Structural reliability calculations considering concrete tensile membrane action using the probability density evolution method [PDF]
, 2019 Based on experimental research on a real-scale one-way reinforced concrete slab with two spans for which the internal support was removed, a numerical model in ABAQUS was developed and validated.
Botte, Wouter +4 more
core +2 more sources
Ultimate Compressive Strains and Reserves of Bearing Capacity of Short RC Columns with Basalt Fiber
Applied Sciences, 2021 Increasing the bearing capacity of reinforced concrete structures, reducing material consumption, and ensuring quality are critical in modern construction.
A. Shilov +5 more
semanticscholar +1 more source