نتایج جستجو برای: geostudio
تعداد نتایج: 91 فیلتر نتایج به سال:
Slope stability involves developing a terrain slope profile and determining the geometry of failure surface to compute factor safety. Terrain capture reconstruction traditionally has been expensive, time consuming manpower intensive. This innovative method utilizing unmanned aerial system technology alongside advancement in graphics processing can be proven as more effective cost efficient. res...
Because of the current situation where stability research filled-slope reinforced by a frame with prestressed anchor-plates lags behind actual engineering application, based on ultimate balance theory, calculation formulas factor under four arc slip surface filled-slopes are derived using improved Bishop method; corresponding search method most dangerous is given and pullout force improved. Bas...
Abstract The condition of Ciawi – Sukabumi Toll Road section 2 has various topographies with difference elevation. To get a safe and comfortable road alignment, cut fill works are carried out. During the landfill work at STA.18 + 700 900 landslides occurred on slopes. ensure that slope conditions during service period, redesign bodies is out to produce slopes safety factor value (SF) ≥ 1.25 (Bo...
Indonesia is a country that has quite high seismic activity and prone to earthquake hazards, so the construction of embankment dams in needs pay attention stability against collapse due soil mass loads. Jlantah dam located Karanganyar, Central Java. This planned for irrigation 1493 hectares raw water 150 liters/second. study aims determine safety factor (Fs) on Dam body. The method used quantit...
One of the main reason of earth-dam breaks is inner erosion which is caused by washing fine soil particles and finally lead to seepage inside the dam. Seepage will decrease effective tension in the earth-dam's core and arching phenomena is occurred. More settlement of core than to shell is the consequence of arching and occurrence of cracking. In this paper, GeoStudio software based on finite e...
geotechnikVolume 46, Issue 1 TitelbildFree Access Titelbild: geotechnik 1/2023 First published: 10 March 2023 https://doi.org/10.1002/gete.202370101AboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text full-text accessPlease review our Terms and Conditions of Use check box below share version article.I have read accept the Wiley Onli...
<p>The collapse of the banks Dondang river at BLC2 project site PT. Kutai <br />Energi caused barge to not dock and conveyor be unusable. One />causes landslides is changes in water levels which cause soil around />river become saturated unstable. The research begins with a survey />and data collection related location. Analysis using GeoStudio />(Slope/W) 2012 software ...
In this paper, the formation mechanism of a slightly inclined bedding mudstone landslide in overlying mountain coal mining subsidence area Tanshan Coal Mine Ningxia, China, is studied. By means geotechnical investigation, indoor tests, theoretical analysis and other technical means, we find geological environment background study obtain physical mechanical property indexes Mine. combining numer...
Shallow strip footings are essential to carry loads from structures. Load bearing capacity factors can be calculated both by the field tests (plate load test) and numerically. Bearing main parameters that affect of any foundations. Nγ, one these factors, have significant impact. Increase in internal frictional angle (ϕ), causes enhance Nγ value. However, after ϕ value reaches 30°, dramatic incr...
سابقه و هدف: در سدهای خاکی، با توجه به ویژگیهای متفاوت مصالح هسته و پوسته، نشستهای ناهمگن بین بخشهای مختلف سد رخ میدهد. این عمل منجر به پدیده قوسزدگی میشود که سـبب ایجـاد برخـی ترکهای عرضی در بخش نفوذناپذیر سد به ویژه در نزدیکی اتصال سد به دیوارهای جانبی شده که این ترکها در اولین دوره آبگیری و با اعمال ناگهانی فشار آب مخزن به هسته، میتوانند گسترش یافته و در نهایت و در حالات بحرانیتر م...
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