Answered step by step
Verified Expert Solution
Link Copied!

Question

1 Approved Answer

Comment on the applicability of JG columns for the following site. Make the necessary assumptions and calculations and find the allowable bearing capacity of JG

Comment on the applicability of JG columns for the following site. Make the necessary assumptions and calculations and find the allowable bearing capacity of JG columns constructed at this site. (Dont forget to comment on the depth and spacing fort he JG columns.)image text in transcribed

Zeminde ks Lapada Of Desnik Aterberg limited Atterbere Unit Bus Stop Tal comp Zande tak zeminde Direkt Els Sousine Cesme Whose Som Und Mayata Tak Eks. Stasma Els Steyr Site Story Uncat tot facil Com hx Bazna desi by Beck Sw! Sen tot Prepare to F . C 0 0 (rh) (87a) | cn ) (EN) /') (1984My /m) NIMI) 011 1,35 0,42 14,20 25,16 10,59 K & 0,34 1,16 Borneo PL DI NNNNN mom Polen 1 SK- 11,90-1,950,00 24,76 85,24 39,3 142 211 17,6 CI 2 $2D 3,00-3,500.00 35,67 64,33 37 205 171 1,5 1,819 1.597 SK-1 ST 3,504,450,00 33,3 44,17 341 541 17,0 15,3 SK1 10 6,006,50 0,00 21,4 78,5 43 204 21,9 16,6.1,988 154 C G SK-1 ST 9,509.000 16,25 $3,75 289184 20,51933 CI SX:1 ST 15.501595.000 29,5119,49 435 US 28.11.1 a $K-1 a 3,00 2372 SK-2 403,203,500,00 55,69 431 29,9 150 149 120 1824 165 SK-2 ST 6,0065 0.0052,55 045 346 278 4 1,5 SK 2 SPT 12,00-12,45 0,00 $3,21 46,7 396 213 18,3 19,0 SC K2 Mar 2000 245 SX: ST 1501,950.00 50,81 69,19 31,3 29,8 5 134 ME $K-3 U 3,504,00 0,00 20,19 7,81 43,6 34 96 16,7 1,840 1.5 MI SK-3 ST 450495 000228 77,37 443 205 117 146 MI * SPT 7,507,95 0,00 %, 74,06 447 315 13,9 15,3 M K-3 barot 16.00 SK tarot 19:00 2,428 SK-280 1,5M1,9 9,56 233 66,95 399 19,1 211 212 0 SK-240VD 3,00-3,50 123 20,36 67,61 37,215,5 21,6 17,8 1,828 0 +39,287,99 SK-280 45044,95 18,71 2,49 57,00 32,3 15,1 23,2 180 a SK-280 7,50-7,95 1,55 1,99 67,46 334167 15,2 17,9 a 9,00-9/5 15.3027,41 57,49 329 16,5 16,2 19,0 a 10,50-10,95 10,23 17,93 71,4 36,6 17,167 15,6 a 12,00-12,4520,01 2,3 1,26 41,1 200211 18,4 a 44,68 18,81 030 3.85 209 23,55 1412 0,111 0.67 Jadi N-LILL ODY %' OY 6/arunksg| kons/rise Zermain Pronu MEMES Soll profil MUH.BOR.DERJ Casing Depth BASLAMA TARH / Start Date es TARH Finish Date Koord. Coord. N-SMI rd. Coord. E-W Orta KMBTT Birle Tammimas Layer Description KARIIK DOLGU KLGAZ KUMLU,AZ SILTU. KUMAZ KI AZ K, AZ Weathered Rock AS KILIAZ KUMLU.AZ SLTL) Kuyu Sonu 26.00 mt. TOETAB chalen NGA MUHENCE SAMLING. MANUAL Kadir GAY SOLOMON 25.00 TEST GRAFIK LV DEN UD - WD I- BAYER OPE HILTW SUGHLY Cak Zayd/YwyOM STC. PENETSID PRET DORSELENWIS NUNC TAYA KALITESI TAMMIRCO ZENF SODAVANI (a) da mogude porn sondaj Mak. - TIADHIl Mach-1y YOKLENIC CONTRACTO sonda Kotu / Elevation Sondel Der Boring Dept di durs | BUNUNNI 5 5 5 5 5 44eg bares 8 (lupuos!! U LLLLLLL Zeminde ks Lapada Of Desnik Aterberg limited Atterbere Unit Bus Stop Tal comp Zande tak zeminde Direkt Els Sousine Cesme Whose Som Und Mayata Tak Eks. Stasma Els Steyr Site Story Uncat tot facil Com hx Bazna desi by Beck Sw! Sen tot Prepare to F . C 0 0 (rh) (87a) | cn ) (EN) /') (1984My /m) NIMI) 011 1,35 0,42 14,20 25,16 10,59 K & 0,34 1,16 Borneo PL DI NNNNN mom Polen 1 SK- 11,90-1,950,00 24,76 85,24 39,3 142 211 17,6 CI 2 $2D 3,00-3,500.00 35,67 64,33 37 205 171 1,5 1,819 1.597 SK-1 ST 3,504,450,00 33,3 44,17 341 541 17,0 15,3 SK1 10 6,006,50 0,00 21,4 78,5 43 204 21,9 16,6.1,988 154 C G SK-1 ST 9,509.000 16,25 $3,75 289184 20,51933 CI SX:1 ST 15.501595.000 29,5119,49 435 US 28.11.1 a $K-1 a 3,00 2372 SK-2 403,203,500,00 55,69 431 29,9 150 149 120 1824 165 SK-2 ST 6,0065 0.0052,55 045 346 278 4 1,5 SK 2 SPT 12,00-12,45 0,00 $3,21 46,7 396 213 18,3 19,0 SC K2 Mar 2000 245 SX: ST 1501,950.00 50,81 69,19 31,3 29,8 5 134 ME $K-3 U 3,504,00 0,00 20,19 7,81 43,6 34 96 16,7 1,840 1.5 MI SK-3 ST 450495 000228 77,37 443 205 117 146 MI * SPT 7,507,95 0,00 %, 74,06 447 315 13,9 15,3 M K-3 barot 16.00 SK tarot 19:00 2,428 SK-280 1,5M1,9 9,56 233 66,95 399 19,1 211 212 0 SK-240VD 3,00-3,50 123 20,36 67,61 37,215,5 21,6 17,8 1,828 0 +39,287,99 SK-280 45044,95 18,71 2,49 57,00 32,3 15,1 23,2 180 a SK-280 7,50-7,95 1,55 1,99 67,46 334167 15,2 17,9 a 9,00-9/5 15.3027,41 57,49 329 16,5 16,2 19,0 a 10,50-10,95 10,23 17,93 71,4 36,6 17,167 15,6 a 12,00-12,4520,01 2,3 1,26 41,1 200211 18,4 a 44,68 18,81 030 3.85 209 23,55 1412 0,111 0.67 Jadi N-LILL ODY %' OY 6/arunksg| kons/rise Zermain Pronu MEMES Soll profil MUH.BOR.DERJ Casing Depth BASLAMA TARH / Start Date es TARH Finish Date Koord. Coord. N-SMI rd. Coord. E-W Orta KMBTT Birle Tammimas Layer Description KARIIK DOLGU KLGAZ KUMLU,AZ SILTU. KUMAZ KI AZ K, AZ Weathered Rock AS KILIAZ KUMLU.AZ SLTL) Kuyu Sonu 26.00 mt. TOETAB chalen NGA MUHENCE SAMLING. MANUAL Kadir GAY SOLOMON 25.00 TEST GRAFIK LV DEN UD - WD I- BAYER OPE HILTW SUGHLY Cak Zayd/YwyOM STC. PENETSID PRET DORSELENWIS NUNC TAYA KALITESI TAMMIRCO ZENF SODAVANI (a) da mogude porn sondaj Mak. - TIADHIl Mach-1y YOKLENIC CONTRACTO sonda Kotu / Elevation Sondel Der Boring Dept di durs | BUNUNNI 5 5 5 5 5 44eg bares 8 (lupuos!! U LLLLLLL

Step by Step Solution

There are 3 Steps involved in it

Step: 1

blur-text-image

Get Instant Access to Expert-Tailored Solutions

See step-by-step solutions with expert insights and AI powered tools for academic success

Step: 2

blur-text-image

Step: 3

blur-text-image

Ace Your Homework with AI

Get the answers you need in no time with our AI-driven, step-by-step assistance

Get Started

Students also viewed these Accounting questions