Pile Lateral Load Test Report • Readings Format • Graph • Methodology • Step by Step Procedure •

[@saikathatiallrounder6183]

Outstanding sir... You are great sir.. Thanks for one more good information

[@success555]

You always Welcome bro. Share the link in your whatsapp status.

[@saikathatiallrounder6183]

@@success555 sir plz send it's soft copy in my mail

[@saikathatiallrounder6183]

@@success555 ok sir

[@success555]

OK.

[@success555]

Which company you are working?

[@amitsahu2756]

nice video sir...

[@TEMELTASCONSTRUCTION]

Good work

[@deepakrajput-yq5jo]

Sir i'm already subscribed your channel & also share the above link of video to my collegeaous

[@EFG_Army07]

Geo Dynamics LLP Our Company 😍❤️( GD )

[@rohitmalviya2737]

Maximum settlement kitna h guru btao, criteria kya h

[@sandeepjuyal7339]

Thank you

[@DeepakSharma-cf1bt]

Least count of pressure gauge

[@atulnamdev7546]

What is the lateral load capacity?

[@shivrajyadav6104]

Pull out Test report ka vedio bhejiye

[@success555]

Ok.

[@anilkumar-ws1zp]

Plz sir , One problem faced , Client ne mere ko 175.0 ton Vertical safe Load diya h to sir muje Lateral laod test ke liye kitna maximum load consider kru .plz request you its urgent.

[@sreeramv9248]

Dear sir , pl clarify post tension done segmental one span to another span , kindly do the needful.

[@success555]

Bro, already we uploaded the video about segment bridge. Please refer our channel.

[@bvsnagababu7954]

sir intial verticle load test please upload sir

[@chitranggoradiya5980]

🙏🙏👌👍👍

[@success555]

Thanks.

[@ramniwassingh6833]

Unapproachable dial gauge ,high from cut of level calculation kaise hogi pls bataye

[@ramniwassingh6833]

similar triangle means only count settlement at two points but load impact different on each length. plz tell if knows.

[@abhijeetraj4387]

Sir mera ek question h mera jo intial load test ho raha h uska capacity h 625 tone aur pile dia h 1200 aur lenth h 23m Abutment ka but major bridge h aur initial load 625 tone kyu h ..

[@success555]

Test Load = Design load x 2.5

[@success555]

Test load = 2.5 Times of design load. Factor of safety = 2.5

[@abhijeetraj4387]

@@success555 design load *2.5 time kar ke h 625 tone .ye ho sakta h kya

[@success555]

Yes

[@abhijeetraj4387]

@@success555 ok thanku sir .no of pile pe v depend karta h

[@DeepakSharma-cf1bt]

20% increment load

[@sahinurrahamanmondal4322]

Sir can you give me reference for taken net deflection measured

[@anilkumar-ws1zp]

sir mera 175.0 ton Vertical Load h , Test ke liye kitan load consider kru plz

[@apoorvgupta5294]

Test pile 2.5 times & Working Pile me 1.5 times

[@abhijeetraj4387]

Sir agar pile fail ho jaaye to Kya karenge

[@abhijeetraj4387]

Sir aapne bataya nahi agar load test karte samay fail ho jaaye to Kya karenge

[@jyotiranjanswain9797]

hello sir,how drawn the graph make a video

[@success555]

You can automatically knows from methodology.

[@jyotiranjanswain9797]

@@success555 plz make a video sir......

[@success555]

Ok bro. Will upload soon. Subscribe & Check our channel updates regularly.

[@jyotiranjanswain9797]

@@success555 pls make tomorrow sir......is it cyclic process??

[@DeepakSharma-cf1bt]

Is code 2911 prt 4

[@nishantpanday5779]

Ye graph kaise banaye hai

[@success555]

In Excel . It is possible in Excel.

[@Rautamarjit]

Mera ek pili test korna hai kiya up koi agency ka number dijiye ga

[@saraadel9287]

Can you please send to me pdf. For test results.

[@success555]

[e-mail]

[@saraadel9287]

@@success555 I sent to you mail

[@deepakrajput-yq5jo]

Sir I have to purchase the test report , text me

[@success555]

[e-mail]