Funicular Bridge Design

A funicular, also known as a funicular railway, incline, inclined railway, inclined plane, or cliff railway, is a cable railway in which a cable attached to a pair of tram-like vehicles on rails moves them up and down a steep slope; the ascending and descending vehicles counterbalance each other.

Tunnel Support System

Tunnel engineering poses many challenges with respect to the design of tunnel support system. Many factors govern the safety of a tunnel. Also stringent analyses is necessary for analyzing the safe excavation procedures. Noble Geo-Structs Pvt Ltd provides services to meet these challenges. One of the challenging projects included tunneling below Arabian sea. Construction of shafts has also been a major part of the tunneling projects. Dr. Kulkarni has been providing recommendation since 30 years and more.

Landslide Mitigation Measures

Landslides have proven to be hazardous resulting in to severe damage to industries, infrastructure and life; costing many millions!!! Hence landslide mitigation measures form a very crucial part. Noble Geo-Structs Pvt Ltd specializes by providing expert, innovative and cost-effective solutions to mitigate landslides. Protection measures for both natural and man-made slopes are recommended by NGS Pvt Ltd.

Geotechnical Investigation Projects

L & T Construction

BPCL

Reliance - Astaldi JV

HCC

HPCL

JSW

RITES Limited

Navyuga Pvt Ltd

Reliance - Astaldi JV

L&T

IBMC

WSTPL (BMC)

Stup Consultant Pvt Ltd

BHEL

BARC, Tata Projects Ltd & L & T Construction

SMC Infrastructure Pvt Ltd

NCC Pvt Ltd

Boppana

JM Mhatre & Bombay Port Trust

WSTPL (BMC)

Jkumar

RVNL

GVK Pvt Ltd

JKumar

Project : Water supply tunnel

Location : Wadala

Problem : Alignment control in soft soil for water supply tunnel.

Scheme : Chemical Stabilization of soft ground for the influence zone only.

Effect : Successful 

Project : Chemical factory

Location : Bhuj

Problem : Liquefaction after Bhuj earthquake

Scheme : Analysis of root cause and stabilization using densification.

Effect : Ok

Project : Lime Kilns

Location : Dwarka

Problem : Rise of lime kilns under thermal gradients involving high temperature 110⁰C

Scheme : Providing interface of Bentonite, bricks proved useful

Effect : Ok

Project : Housing

Location : Noida Delhi

Problem : Soft Yamuna silt earthquake liquefaction

Scheme : Stabilization of soil in influence zone by vibro compaction

Effect : Successful 10 years back

Project : Four stored RCC structure

Location : Vijaywada

Problem : BC soft soil, low SBC high swelling

Scheme : Chemical Stabilization with load distribution scheme using geo system

Effect : Successful last years

Project : Large reservoir of 100m x 100m

Location : Dahej

Problem : Constructed using local BC soil (Slope failure).

Scheme : Used geo synthetic and impervious liner for water tank construction

Effect : Successful, In use since 10 years

Project : Development of yard for container  staking

Location : Calcutta

Problem : Soft marine clay needed stone column for SBC

Scheme : Stabilization using geo synthetic system (alternative band drain)

Effect : Time cut short successfully, economical (5 year old)

Project : Digester foundation

Location : Belgaum

Problem : Due to unstable ground after chemical reaction Digester building moved up by 0.6m

Scheme : Arrested rising tendency, stabilized by chemical method

Effect : Successful (20 years ago)

Project : Flyover

Location : Goa

Problem : Beach sand needed piles to be deep for load carrying capacity

Scheme : Converted pile foundation to spread foundation

Effect : More than 50% foundation attended (7 year old)

Project : Navi Mumbai Airport

Location : Ulve creek

Problem : Soft soil slush be made useful for Runway loading

Scheme : Stone column confining wall was suggested

Effect : Under construction

Project : Water supply tunnel

Location : Bhakti park

Problem : Alignment control in soft soil for water supply tunnel.

Scheme : Chemical Stabilization of soft ground for the influence zone only.

Effect : Successful 

Project : Water supply tunnel

Location : Mulund

Problem : Alignment control in soft soil for water supply tunnel.

Scheme : Chemical Stabilization of soft ground for the influence zone only.

Effect : Successful

Client : Gammon Transrail

Project : Bridge on Koshi

Location : Koshi river

Problem : High appraoch embankment needed large SBC with piling, stone column, etc.

Scheme : Stabilization using geo synthetic system

Effect : Successful (2 years ago)

Project : Water supply tunnel

Location : Mankhurd

Problem : Alignment control in soft soil for water supply tunnel.

Scheme : Chemical Stabilization of soft ground for the influence zone only.

Effect : Successful

Project : Housing

Location : Pune

Problem : Turret slope failure

Scheme : Stabilized the turret slope by lime column

Effect : Successful more than 10 years back

PUBLISHED IN ASCE 

Project : Eastern free way

Location : Wadala

Problem : Slope failure in soft marine clay

Scheme : Stone column, densification of deep marine clay

Effect : Useful, now functioning

Project : Renuka mata approach on hill

Location : Nanded

Problem : Devising foundation system on hill slope

Scheme : Load distribution system, continuous footing with confining pardi, anchors was designed

Effect : In progress

Client : Konkan Railway

Project : Veer station approach

Location : Veer near Mahad

Problem : Soft soil (lotus pond) needed strengthening for railway loading

Scheme : Sand drain and preloading was constructed/ designed

Effect : Now in use

Client : Structcon

Project : Glass bridge

Location : Malshej Ghat

Problem : Pylon needed to be firmly seated on fractured rock

Scheme : Rock anchors for tension capacity enhancement

Effect : DPR stage

Project : Funiculars bridge

Location : Vani

Problem : Needed stabilization of 100m tall slope adjacent to alignment of bridge

Scheme : Slope stabilized using rock bolts and steel wire mesh

Effect : Successful

Project : Power plant project

Location : Butibori (Nagpur)

Problem : Site specific foundation system,   seismic, ERT studies

Scheme : Deep excavations

Effect : Successful