Avantech Engineering is an India based heap testing organization. We unite the most recent logical and mechanical aptitude and to give dynamic heap testing administration and investigation. The organization gives a total scope of site heap testing and heap condition detailing administrations to the development business.
Our testing administrations incorporate Pile Integrity Testing (PIT); Dynamic Pile Testing (DPT); Cross Hole Sonic Logging (CHSL); heap length estimating and consultancy on the limit and functionality of heaps. We utilize the most recent site testing gear and examination programming to give a quick, productive and savvy administration.
Pile Integrity Testing Services ( PIT-PET)
Dynamic Pile Load Testing: (PDA Testing) – PILE load test without barricades/substantial squares Heap Cross opening Sonic Logging test (CHUM/CHA)
Our Pile Testing Team : As a group we fostered the “us testcrete” framework dependent on experience acquired from numerous long stretches of administration and many undertakings. Pile test performs pile load tests, just as development planning works.
The primary extent of our administrations is heap load testing, both for heaps and stomach dividers. We convey the full bundle of estimations static heap load testing, dynamic heap load testing, and uprightness testing of substantial heaps
There is a variety of heaps on the lookout, numerous other kinds of heaps have happened on the lookout and are still expanding because of progress of heaping innovation. Driving technique, sort of heaving machine, method of heaving are all thought about in picking a kind of heap.
We are dealing with following diverse Pile uprightness testing administrations like-
Pile Integrity Tester’ (PIT) for Low Strain Integrity Testing
Pile Integrity Tester & Pile Testing services – PIT performs Low Strain uprightness testing, likewise called Sonic Echo or Pulse Echo Testing. Pile Integrity Test – PIT might be utilized for drill cast set up (CFA) piles, bored shafts, driven substantial piles, concrete filled lines and wood piles. It recognizes conceivably risky deformities like significant breaks, necking, soil incorporations or voids and, in certain circumstances, can decide obscure lengths of piles that help existing scaffolds or pinnacles.