Situation 1A sample of soil has the following grain-sizecharacteristics:* SOIL CLAsIRCATION100• TRIANGULAR CIASFICATION CHART (by vsDA)VEDA- US Departntent of AgriculiturePercent PassingSize (mm)2.0000.0750.051010090-7420ProceduneO ldentéy % of solcomponents% grovel-*% sand = %Pasangacoomm- % Passingo omam% salt60800.005323070100% - % Passtnga.coomm0.00215.Clay40Determine the following:1. Percentage of silt2. Classification of the soil using the Triangular60-- %Pasingo.esonn - %Pasungoonamm- O%.30Siltyclay2 Plot the %sand, % slt, and Xclay on therrepective aes on the trianguar chart loyprojectng ines pependicular to the oves.The point of eterection of those Ines s takenCb the appropriate sol carfication.Classification Chart.Sảndyclay6040/Silty claykamClay loàmSoil7030Sandy clayloam8020-Silty koam90Notes:10LianySandsindSandy loamsol componentparticde aze (mm)100gravelsond>2.00omm10090706050403020102000 Mm- O.ocommOOomm- O.coammPercentage of sandsiltalay<0.002 mmPercentage of siltPeromtage of elay

Answered: Image /qna-images/answer/feb01700-ecde-42bb-a29e-44c6d3a42c7b.jpg

Situation 1 A sample of soil has the following grain-size * SCIL CLASSIRCAION characteristics: Size (mm) 2.000 0.075 0.05 0.005 100 • TRIANGULAR CLASICATON CHART (by USDA) VSDA- US Departmtart of Agriculture Percent Passing 10 100 90 74 20 Proene 60 O ldentéy % of solcomponents % grovel- 100% - % Pannga conmm *% sond - % Pasaangacomm- %Passingoomnn "% salt- Paaingoesonn - %Pasungsamm *% clog- %Posngoanm - 0%. 32 70 0.002 15 Cly 40 Determine the following: 1. Percentage of silt 2. Classification of the soil using the Triangular Classification Chart. 60 Silty O Plet the % sand, % sit, and %cloy on ther repective es on the trianguar chart loy projectng ines peperdtcular to the oes O The point of nerction of thove ines taken Ch the apropriate sol dorficotion. Sind clay 60 Silty clay loa Clay loam Soil 70 Sandy clay kaim 80 20 Loàm Silty kiam 90 Notes: 10 Sandy kam sol corponent porticie ste (mm) Sand ind Sill 100 gravel sand sit >200omm 100 90 70 60 50 40 30 20 10 2000 Mm- O.Osomm OOomm - O.coomm Percentage of sand cloy <0.00a mm Percentage of si Petutage of clay

Situation 1 A sample of soil has the following grain-size * SCIL CLASSIRCAION characteristics: Size (mm) 2.000 0.075 0.05 0.005 100 • TRIANGULAR CLASICATON CHART (by USDA) VSDA- US Departmtart of Agriculture Percent Passing 10 100 90 74 20 Proene 60 O ldentéy % of solcomponents % grovel- 100% - % Pannga conmm % sond - % Pasaangacomm- %Passingoomnn "% salt- Paaingoesonn - %Pasungsamm % clog- %Posngoanm - 0%. 32 70 0.002 15 Cly 40 Determine the following: 1. Percentage of silt 2. Classification of the soil using the Triangular Classification Chart. 60 Silty O Plet the % sand, % sit, and %cloy on ther repective es on the trianguar chart loy projectng ines peperdtcular to the oes O The point of nerction of thove ines taken Ch the apropriate sol dorficotion. Sind clay 60 Silty clay loa Clay loam Soil 70 Sandy clay kaim 80 20 Loàm Silty kiam 90 Notes: 10 Sandy kam sol corponent porticie ste (mm) Sand ind Sill 100 gravel sand sit >200omm 100 90 70 60 50 40 30 20 10 2000 Mm- O.Osomm OOomm - O.coomm Percentage of sand cloy <0.00a mm Percentage of si Petutage of clay

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

For a given soil, the following are known: Sieve No. % Passing 4 200 Liquid Limit 33 70 30 Plastic Limit 12 8. Classify the soil using the Unified Soil Classification System. а. SM b. GM C. SC d. GC
Based on AASHTO, the term ____ is applied when the fine fractions of the soil have a plasticity index of 10 or less. Please answer this asap. For upvote. Thanks
- Once answered correctly will UPVOTE!!
i need the answer quickly
For a given sieve analyis: No. 4 - % finer 99%, for No. 200 -%finer 76. LL=60, PL= 32. Classify the soil using USCS. Justify your answer. provide fbd a.CL b.CH c.MH d.0OL
.Q4 If gravel voulme conversion factor is like below and bedding layer should ,be compacted how much volume of loose gravel is needed (unit: m3) Soil Type Initial condition Gravel Bank Loose Compacted Bank 1 0.9 1.05 Converted to Loose 1.11 1 1.17 Compacted 0.95 0.86 1 إجابتك
Home work 1: 2- Classify the following soil according to USCS U.S. Sieve Mass of soil No. retained on the sieve in g 4 6. 10 0. 20 9.1 40 249.4 60 179.8 100 22.7 200 15.5 4.7 Pan 23.5 Pl: 25, L.L. = 40 %3D
For a given sieve analyis: No. 4 - % finer 60%, for No. 200 -%finer 40. LL=26, PL= 4. Classify the soil using USCS. Justify your answer. a. GW b. GM-GC c. GC d. GM
i need the answer quickly
determine the following
dys.mu MSKÜ-LMS 016 ŞB: 1 ÖRGÜN Soil Mechanics Mühendislik Fakültesi Mac Atterberg limits of a soil sample are given: LL:55% and PL:25%. Give the name of the soil typle considering the chart given below? Remember PI=LL-PL 60 U-line PI - 0.9 (LL -8) 50 Z 40 CH or OH A-line PI0.73 (LL - 20) 30 CL OH 20 or OL MH CL- ML 10 ML& OL 10 20 30 40 50 60 70 80 90 100 Liquid limit (%) O a. CL or OL O b. CH OR OH O c. OH or ML O d. GL or ML O e. M ail E AR .ill lenovo Plasticity index (%)
Percent finer by weight 20 c) Classify the soil using Unified Soil Classification System as shown rext page. b) Compute the value of coefficient of curvature Cc. a) Compute the value of coefficient of uniformity Cy- 000 (unu) ans unB 10 100 1000 ... .. .. ... 09 .... .. 08 ... ... .... 06 Coerse 000 GRAVEL INVS FINES From the figure shown in the arain-size distribution curve. Problem: Por A 7-6, PI >L. 30 Fur A-7-5, PI SLL 30 Siky or clayey pavd nd sand piars Excalem to good pavel, and sand Ocaenl subgende