US. STANDARD SIEVE NUMBERSHYDROMETER-12161002001000.001100GRAIN SIZE IN MILLIVETERSPlastic Plasticity Di. Do D C.PassingLiquldSampleLocationDepth()No. 200 U.S.C.s(%)SymbolC.LimitLimitIndex0.0-4.0non-plasticPERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422-63b. soil typeand soil symbolPERCENT FINER BY WEIGHT 1. Classify the following two soil samples based on USCS method (ASTM). (Note: soil type meansfor example Silt or well graded gravel and Symbol like MH or GW)SIEVE OPENINGSIEVE NUMBERHYDROMETER* * *> S100#100200908070605040302010100100.10.010.001PARTICLE SIZE (mm)SampleDepth(feet)Symbol Boring No.SampleNo.PercentSoil SymbolGravel SandAtterberg LimitsLL:PL PIASTMFinesD 24873041:19:22a. soil typeand soil symbolPERCENT PASSING BY WEIGHT

for graph 1 Type - Sand Symbol - SP SP-(poorly graded sand)

uS. STANDARD SIEVE NUMOERS HYDROMETER 1 r e va 16 200 100 .001 100 GRAIN SIZEN MILLIVETERS Sample Location Depth (4) Plastic Piasticity De De Passing Liquld Symbol De C, c, No. 200 U.S.C.S Limit Limit Index (%) 0.0-4.0 non-plastic PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422-63 b. soil type and soil symbol PERCENT FINER BY WEGHT

uS. STANDARD SIEVE NUMOERS HYDROMETER 1 r e va 16 200 100 .001 100 GRAIN SIZEN MILLIVETERS Sample Location Depth (4) Plastic Piasticity De De Passing Liquld Symbol De C, c, No. 200 U.S.C.S Limit Limit Index (%) 0.0-4.0 non-plastic PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422-63 b. soil type and soil symbol PERCENT FINER BY WEGHT

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

the following data have been obtained in a standard laboratory proctor compaction test : Trial No. moisture content. % 1 9 2 3 4 6 11.9 14.6 15-8 19.0 21.6 weight of container and compacted soil 137.43 38.16 38-67 38-8439-06 38.76 (N) The container is 943 cm³ ih volume and its weight is 201 A-Determine the optimum moisture content and the maximum dry unit weight B-what is the dry uhit weight and water content at 95% standard compaction in the field ?
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
For a given sieve analyis: No. 4 - % finer 100%, for No. 200 -%finer 45. LL=36, PL= 22. Classify the soil using USCS. Justify your answer. a.SM b.SC c.SM d.GC
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 (%)
pls help
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
The Name :- Answer the following questions :-( Choose 5 only) 1- .is the moisture content that defines where the soil changes from a plastic to a viscous fluid state. 2- The difference between the PL and the LL is defined as.... 3- Why is it not possible to use core cutter method for calculating the density of cohesion less soil? 4- The relative density of a soil is 5- In the sieve analysis test Place the sieve stack in the mechanical shaker and shake for . minutes . 6- Hydrometer testing is performed on soil passing from a sieve.
Show solution for prob 7
The result of the particle-size analysis of a soil are as follows: Sieve No. % Passing 10 40 200 100 80 58 7. The liquid limit and plasticity index of the soil are 30 and 10, respectively. Classify the soil by AASHTO Classification system. а. А-4 (3) b. A-4(4) A-5(3) d. A-5(4) C.
Soil mechanic
Geotechnical , Civil engineering , please solve question part A number 1 in red color