نتایج جستجو برای: lateral soil resistance

تعداد نتایج: 671183  

2014
Kojiro Iizuka Tatsuya Sasaki Satoshi Suzuki Takashi Kawamura Takashi Kubota

The rovers, which some researchers and agencies are developing, have many functions to sense a lot of information from peculiar environments like the lunar surface for localization, path planning and so on. On rough terrain, without artificial ground maintenance, like the lunar surface, the rovers avoid obstacles by using sensors, which they have. However, if the rovers traverse loose soil, lik...

2014
David G Milledge Dino Bellugi Jim A McKean Alexander L Densmore William E Dietrich

The size of a shallow landslide is a fundamental control on both its hazard and geomorphic importance. Existing models are either unable to predict landslide size or are computationally intensive such that they cannot practically be applied across landscapes. We derive a model appropriate for natural slopes that is capable of predicting shallow landslide size but simple enough to be applied ove...

Journal: :Geotextiles and Geomembranes 2021

In this study, three-dimensional numerical analyses were carried out to investigate the effects of reinforcement pullout resistance including facing connection strength on behavior geosynthetic-reinforced soil (GRS) piers under a service load condition. Three different investigated in which simulated levels resistance. Each pier had two cases with stiffness J and spacing Sv but same ratio J/Sv....

ژورنال: علوم آب و خاک 2011
الهام ریزه‌بندی, , حسین دشتی, , حسین شیرانی, , مجید افیونی, , محمد رضا مصدقی, ,

Organic matters are the most important factors that affect soil compactability and physical characteristics. In order to study the effect of pistachio waste on physical characteristics of two soils, a factorial experiment was conducted in a completely randomized design with three replications in a greenhouse. The treatments included pistachio waste at 4 levels (0, 3, 6 and 9 w/w %) and two type...

Journal: :international journal of civil engineering 0
m. haghbin department of civil engineering, islamshahr branch, islamic azad university, islamshahr, i.r.iran. address: : unit 81, 8st fl., block m1 , bame tehran town, poiesh st., behrod sq., sarv sq (toward the north), saadat abad, tehran, iran. tel: +98-21-22127

this research examines the behavior of soil-reinforced piles and applied loads based on the analytical method and by using the numerical results of flac3d software for comparison with the analytical results. the analysis was based on a method called virtual retaining wall, the following into consideration: an imaginary retaining wall that passes the footing edge the bearing capacity of footing ...

Journal: :Brodogradnja 2023

The soil reaction of the monopile foundation subjected to lateral loading in offshore wind turbines is typically assessed relying on p-y curves advocated by API. However, this method inadequate for gradually increasing diameters and significantly underestimates confinement. In present works, a 3D pile-soil interaction finite element model was first established, considering suction strain harden...

Journal: :Annals of botany 2012
Saoirse R Tracy Colin R Black Jeremy A Roberts Craig Sturrock Stefan Mairhofer Jim Craigon Sacha J Mooney

BACKGROUND AND AIMS We sought to explore the interactions between roots and soil without disturbance and in four dimensions (i.e. 3-D plus time) using X-ray micro-computed tomography. METHODS The roots of tomato Solanum lycopersicum 'Ailsa Craig' plants were visualized in undisturbed soil columns for 10 consecutive days to measure the effect of soil compaction on selected root traits includin...

Journal: :Canadian Geotechnical Journal 2022

Pressure-grouted helical pile (PGHP) is an innovative piling system that allows a significant increase in capacity with relatively low additional cost. The constructed by applying pressurized grout during the installation of conventional piles. injected into ground through two nozzles welded to hollow shaft. This paper presents comprehensive laboratory study investigate effect three different n...

2009
R VAN ANTWERPEN JH MEYER

A 58-yearold burning and trashing trial receiving fertiliser and no fertiliser was used to quantify treatment effects on soil penetrometer resistance. The results showedthat penetrometer resistance was significantly lowerin thosetreatments whereno fertiliser wasapplied. Increased soilwatercontentin treatments witha trashcoverdid notreducepenetrometer resistance values in the soil wherefertilise...

Journal: :مدیریت خاک و تولید پایدار 0
فاطمه ارزاقی دانشجو دانشگاه شهید چمران اهواز نعیمه عنایتی ضمیر هیات علمی/دانشگاه شهید چمران اهواز احمد فرخیان فیروزی هیات علمی/ دانشگاه شهید چمران اهواز

wind is an important erosive force in deserts, where limited cover of vascular plant material offers little soil-surface protection. erosion and sediment from soil surfaces occurs when wind forces exceed soil threshold friction velocities. soils with physical or biological crusts usually resist wind erosion. this study was conducted by the aim of investigation the effect of trichoderma harzianu...

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