AssignmentExplain oh most slopr failures do ocaurduring the raining season, espesially aterheavy rainThe roaid alignment for tre construction afhighway passts throughThere is therefore the nere to cut thraugh thea mountainous grea.mauntain fon sapr design of the rad- YouhavE been Contracted to embark on a slopeStability analysis for sage and cconomi cal.design te slope- Ortline the procedure youvill go throughto achirvr thispurpose.

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Answered: Assignment Explain why during. heavy…

Engineering

Civil Engineering

Assignment Explain why during. heavy slope failures d Season, most ocaur the saining rain espessally after

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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It is proposed that a 3Km road to be construct as the main access road to the project office premises from the nearby town. Therefore many aspects of the construction should be designed and given in the proposal. As an geotechnical engineer of the project address followings and provide appropriate design solutions as a part of the proposal A granular soil has an effective angle of shearing resistance of 20° and road embankment is to be made of this material. If the factor of safety is to be 1.5 determine the safe angle of the slope to be maintained as you required to mention in your design proposal. Conduct a standard laboratory Proctor compaction test in the laboratory. Assume the specific gravity of the soil particles is 2.70. Plot the compaction curve and determine Optimum moisture content and maximum dry density can be achieved In your design proposal, it is important to mention the quantity of soil material required to construct the embankment. If the top width of the…
A slope failure was discovered at Perak which occured on Sep 2021. A 3-day Intermittent rainfall and followed by 1-day heavy downpour were observed prior to the slope failure. Due to this failure, the only access road to few aborigin villages and hydropower plant was cut off.Based on site measurement, the slope is about 10m height and itis estimated that the failure plane started at one-third from the crest and along the slope face and ended at the toe the slope angle is about 75o. The properties of soils are as follows; unit weight 22kN/m3, cohesion: c’ 5kN/m2and friction angle: 27o. Based on field test for soil classification, the following characteristics were observed: •The soil feels gritty when rubbed against 2 fingers. •Easily mould and crushed in the fingers. •The soil particles stick together •The soil crack when mould question: Based on the observation, there are no slope stabilization works had been done to all the slope along the road. Discuss its reason?
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If the loss for a given set of conditions is 5Mg/ha for a 60-m length of slope, what soil loss could be expected for a 240-m slope length if the slope is 5 percent? Show complete solution.
2. What is the hillslope's factor of safety to the nearest tenth when the water table has a height of 1.5 m above the soil-bedrock interface (in the slope-normal direction)?
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A 35’ high slope has an angle of 18⁰ and is composed of saturated fine grained soils. The depth to bedrock below the toe of the slope is 17’. The soil has a unit weight of 119 PCF and an effective cohesion of 200 PSF. Determine the factor of safety using Taylor’s Chart.
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If a slope in unconsolidated material is unstable due to high water content, Select one: O a. it may be dewatered by installation of drainage pipes. O b. it may best be stabilized by covering the slope with impermeable material. O c.it may be stabilized by steepening the slope angle. Od. nothing can be done to modify the hazard.
Which of the following statements apply (select all correct answers)? a)When the water table rises rapidly above the critical slip surface, the FoS tends to decrease for both drained and undrained conditions. b)Design charts presented in the coursebook can be used to estimate the critical FoS associated with a given slope, which is the highest FoS obtained across a multitude of slip surfaces anticipated. c) Janbu’s stability charts can be used to estimate the FoS against slope failure for both drained and undrained conditions, with and without saturated soils. d) Hoek and Bray’s stability charts can be used to estimate the FoS against slope failure for both drained and undrained conditions, with and without saturated soils. e) The ordinary method of slices can be used to calculate the FoS in drained condition only.