... ABSTRACT This study demonstrates the effect of the rate of applied loads on the pullout resistance and the generated suction pressure of anchor in terms of a laboratory model and field tests in sandy soils. Both tests clearly showed the pullout resistance tends to increase with increasing...

... is classified to be saturated loose sandy soil which tends to be more vulnerable to liquefaction damage. If it is possible to classify such soils as are easy to be liquefied by means of sounding tests, risks of liquefaction could be predictable and preventable. In this paper, a simple estimation method of soil...

... and rough judgment of the liquefaction possibility at the ground of detached houses. classification in-situ experiment observation well 0 experiment dh dt observation well sandy soil sw test hole permeability foraminate pipe ac resistivity sensor soil classification water management...

... exists within 3m deep from the ground surface is crucial in judging the possibility of liquefaction. in-situ experiment groundwater level sandy soil geographical feature judgment foraminate pipe seepage flow analysis swedish weight water management liquefaction liquefaction layer sw...

... ABSTRACT: A numerical study was carried out to investigate the uplift behavior of grout anchor underreamed by pulse discharge technology (PDT) in clayey and sandy soil. The PDT imposes strong shockwaves by electric discharge on a predrilled borehole filled with cement paste. The underreaming...

... alignment kiso river history konobu river site liquefaction risk management potential risk okakoizutsumi saya river old konobu river site river site field reconnaissance river editing committee ring-band dike old kiso river alignment sandy soil offshoot Potential Risks at the Ground...

..., which is standardized by ISO-22476-2. sand gravel cohesive soil banking & finance investigation method investigation swedish ram correlation pipe pile housing construction spt bearing capacity factor real estate geotechnical investigation foundation pile sandy soil steel pipe...

... Dynamic behavior of enclosed sandy soils in a two layered ground is studied in this paper using a numerical analysis of which a cyclic elasto- plastic soil model is employed to reproduce sandy soil behaviors and soils are enclosed by elastic un-porous material. The result shows the excess pore...

... of sandy soils and an axial force dependence pile model which is employed to simulate the dynamic pile stiffness due to axial loading changes. It is found that possible failure of the pile foundation is because firstly a large bending moment taking place on the pile head which is inherited from the inertia...

... with quality of the soil cement columns in order to propose a simplified execution management system. japan sandy soil blade rotation number management method torque execution data management system cement slurry rotation number data information system unconfined compressive strength...

... friction pullout stress strength pullout resistance normal stress transverse direction clayey soil pullout test sandy soil backfill mesh longitudinal direction Comparison of Pullout Resistances of Reinforcements for Reinforced Soil Structures Md. Zakaria Hossain, Toshinori Sakai, Hajime...

... drawback is that the compressed air used during the implementation causes discharged soils to rise up to the ground surface. cement content treatment system industrial waste tube system hydraulic press wet unit weight separation single tube system sandy soil cohesive soil sludge double...

... due to capillary forces. In this study, upon freezing a saturated soil in a closed-system from the top, a considerable frost heaving pressure was developed. Decomposed granite soils, silty soil, and sandy soil were used in the laboratory test which sometimes subjected to thermal gradients under closed...

... of the region of analysis. sandy soil deformation coefficient vertical direction cohesive soil seabed deformation seabed surface layer ground analytical estimation upper surface methane hydrate layer lateral direction seabed ground magnitude settlement displacement strength upstream oil...

... but also the degree of weathering (ignition loss) and the consistency characteristics. A cyclic triaxial strength ratio calculated from N value is used to the estimate the liquefaction strength for sandy soil ground. If another simple physical index instead of N value can be found for estimating...

... ABSTRACT In this paper, a series of undrained cyclic torsional shear loading tests was carried out on sandy soils containing considerable amounts of fines to investigate the effect of plasticity of fines components on liquefaction characteristics. Five saturated sandy soils containing non...

... ABSTRACT In this paper, a series of undrained cyclic torsional shear loading tests was carried out on sandy soils with non-plastic fines to investigate the effect of fines properties on the liquefaction characteristics. The features of the cyclic failure modes of sandy soils with non-plastic...

... ABSTRACT The sensitivity analysis of generalized displacements and internal forces of the laterally loaded long piles embedded in a sandy soil is presented. The pile is modelled as a one-dimensional beam element embedded in a soil medium. The interaction between the pile structure...

.... It was found that the earthquake-type liquefaction phenomenon of the foundation sandy soil brought a significant settlement of the breakwater. INTRODUCTION The stability and deformation of the seabed in response to ocean wave loading is an important consideration in the design of offshore structures...

... settlement sandy soil stress concentration factor replacement ratio ichimoto sand drain sand pile area replacement ratio shear strength Proceedings of the Second (1992) International Offshore and Polar Engineering Conference San Francisco, USA, 14-19 June 1992 Copyright © 1992 by The International...