Abstract:
Vijaya Bhushan Rao, Author, BAUER Spezialtiefbau GmbH (Dubai Branch), United Arab Emirates, +971 (56) 545 0821, vijay.bhushan@baueruae.ae
Jason Redgers, Contributor, BAUER Spezialtiefbau GmbH (Dubai Branch), United Arab Emirates,
+971 (56) 996 0403, Jason.Redgers@baueruae.ae
ABSTRACT
A 6m height approach ramp was proposed connecting the new railway line at ground level with the existing, elevated line and facilitating an intersection. The ramp mainly consists of a reinforced concrete box section with rising top elevation following the gradient of about 6 degrees for a total length of 120m. Based on the provided SLS loads, resistance was required for 75 kPa to 280 kPa loading pressures. Soil stabilization using Deep Soil Mixing, DSM technique was chosen as alternative to CFA piled foundations by the client to limit settlements. Generally, soil conditions consisted of a made ground layer comprising of granular and cohesive deposits underlain by boulder clay and the Pennine middle coal measures. The specifications for treatment were based on the Federal Highway Administration Design Manual: Deep Mixing for Embankment and Foundation Support and required improving the strength of the made ground below the reinforced concrete elements to an acceptable stiffness such that the structural and track bed movements are acceptably small, and future settlement is mitigated to less than 20 mm, with a maximum of 10mm occurring following the track installation. Verification testing to prove that design requirements have been achieved included coring and testing of samples, as well as zone load pressure test. As such the design necessitated a grid of 2.0m diameter DSM columns with target UCS strength of 0.75 MPa. A load transfer platform (LTP) of 0.5m thickness enclosing 2 layers of geogrid was provided on the top of the treated ground to enhance and ensure uniform transfer of the loads.
Keywords: Approach Ramp, Deep Soil Mixing, FHWA manual, Area replacement ratio ARR, Settlements