embankmentaf 15%AnContonttelf afdatacompactedwasat amaistureIts densitycutercallected :was determinedandthe fallowingaCarewasEmphyweight of Jhe1200 gmcutterwhen it is fallafWelght afSoil- 3 2,00Valumethecukter- Lovo CCYoulkdensityandSaturationCalculateRercentageembankmentrains, thenand satemkankment . If theaf JheLecomesdeterminefully saturatedmaisturedue JocontentitsG = 2.70

Finding out bulk density by core cutter method.

An embankment compacted Its density was at a was delermined the fallowing maisture Content helf af data of 15% Care cuter and was callected weight of he cubter cutter Emply 1200 gm 1. when it is ball af Welght af Soil -3 2,00 Valume the cukter - Lovo C Yulk density and saturation Calculate percentage embankment. If the af embankment rains, then and fsat the hecomos de termine fully saturated maisture due Jo content its G = 2.7o

An embankment compacted Its density was at a was delermined the fallowing maisture Content helf af data of 15% Care cuter and was callected weight of he cubter cutter Emply 1200 gm 1. when it is ball af Welght af Soil -3 2,00 Valume the cukter - Lovo C Yulk density and saturation Calculate percentage embankment. If the af embankment rains, then and fsat the hecomos de termine fully saturated maisture due Jo content its G = 2.7o

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

i need the answer quickly
Juo Situation 1: alqma Isoubilya s no 300 hom63 28W 120 illdsom bsod terco A Sito be A layer of saturated clay 4 m thick is overlain by sand 5 m deep, the water table being 3 m below the surface. The saturated unit weights of the clay and sand are 19 and 20 kN/m², respectively. Above the water table, the dry unit weight of the sand is 17 kN/m³. Determine the following: 169 11 1. Effective stress. 167 kPa b. 71.38 kPa 2. Water pressure. a. 167 kPa b. 71.38 kPa ASYMENT nim ni PTSS.O d. nimal+vsso d almal 2017.O .b 3. Total stress or pressure. 167 kPa 108.14 kPa 58.86 kPa im ni ni vioolov.sgisdbal 108.14 kPa 58.86 kPa nimal XP240 biov odt li visolev ogeqso? TA24.0 niral 201.I d C. 108.14 kPa dribsnodeb. sin 71.38 kPani benimsieb 26 dalam 58.86 kPa vivibubno osbyd SAT bozu sish edT 191emseneg baad gailiste to seu geblso
The data from falling head test is shown.Diameter of standpipe: 5cmInitial Head: 93.59cmDuration of test: 19minLenght of Soil sample: 32.37cmDiameter of permeameter: 44cmIf the soil permeability is 0.0051 cm/min, determine the final head (cm) of the permeability test.Roud off to two decmila places.
Help me asap
can you help me please
water 14.6% ,G,=281, Ywet. = 22 kN/n and yamax.=20KN/m 1) What is the 1)A contractor has compacted a base fa new road and found the value of compaction percentage 2) if the speciation that required by contractor is specification. es0.4, does the contractor complied w 2) prove that A-(5
- Once answered correctly will UPVOTE!!
Based on AASHTO, The term ....... is applied when the frame fractions of the soil have a plasticity index of 11 or more. Please answer this asap for upvote. Thanks
soil ضنتدوسي
Question 2 For shown particle size distributions, find coefficient of uniformity (Cu) and the coefficien curvature (C. )for each soil; BS sieves 63 pm 212am 600um 2mm 6,3mm 20mm 62mm 100 90 so 10 Gravel Fire MedumCoare Fine MedymConrse Fne Medium CoareCoobles 0.01 Clay 10 10 0.001 Particle size (mm) Percentage smallr
what are the advantages and disadvantages of Winkler Subgrade method?
Explain based om engineering feature briefly for thc followings: d in association_with pavamente ve e as more value? gwne vown the importance or. Compaction Tea d)What's the reason of applying surcharge weight above the sample of the soil in CBR test before performs the test? e)What does "degree of compaction" mean?