Tel: 1-206-279-3300

DeepEX 2019 is here!

Deep Excavation Software

DeepEX 2017 talk to it and design your deep excavation!

Excavations in 3D, VR, AR

Holographic model of a deep excavation with HoloDeepEX

Get the Free 3D Viewer

______________________

Free 45 min webinar

Deep Excavation Design

Fully booked!

Free Helical Pile Design Webinars:

To be announced

New Deep Foundation Software

DeepFND - Deep Foundation Software, caissons, CFA, drilled piles, driven piles, concrete, timber

 

New helical pile software HelixPile
Signup for a free trial and get our free pdf on the five most common errors in deep excavation design
Our Software Solutions
DeepFND 2017: Deep Foundation software (NEW!)
DeepEX 2019: Deep Excavation software
Soldier pile walls
Sheet pile walls
Secant pile Walls
Tangent piles
Diaphragm Walls
Soldier and Tremied Concrete
Soil Mix walls
Combined king pile sheet piles
Slope stability
Cost estimation for braced excavations
Waler-Strut Cofferdams
SnailPlus 2018: Soil nailing - soil nailing walls
SiteMaster: Inclinometer software (adopted by Geokon)
HelixPile: Helical Pile Software
RC-Solver: Concrete Design ACI-318, EC2, EC8
Steel-Beam: Steel beam column design, full equations, AISC, EC3

Cellular concrete backfill behind soldier pile wall can result in cost savings

In many cases one might have to backfill over soft soil and carry a heavy load (such as a railway). One approach to stabilizing such a retaining wall is to construct a soldier pile wall system and fill the space behind the soldier pile wall with structural backfill. The density of the structural backfill would be in the order of 120 to 125 pcf (19 kN/m3), and will exert a considerable load on the soldier pile system especially if compaction is carried out.

One way to create significant savings is to replace the structural backfill with cellular concrete. One such case was examined with DeepXcav, where the pile spacing could be increased from 6ft to 15 ft and savings in the order of 30% could be realized. Switching to cellular concrete would be more beneficial when the length of retaining wall is greater and mobilization costs form a smaller part of the total project cost. The following figure presents the basic results of our analyses: Case A) presents conditions without the cellular concrete, while Case B) presents conditions where cellular concrete is introduced.

Cellular concrete backfill behind soldier pile wall can create cost savings


Design with structural backfill Design with Cellular Concrete Backfill
Wall Length 100 100
Pier spacing 6 15
Number of piers 16.67 6.67
Lagging Square feet 1,500 1,500
Lagging $/SF $           10.00 $                  10.00
Lagging Cost $    15,000.00 $           15,000.00
Pier diameter 3 2
Pier depth 35 30
Steel W21X147 W21X93
$/lb steel $             1.00 $                    1.00
Cost of steel $      2,450.00 $                980.00
Concrete /pier 9.16 3.49
Concrete total 152.64 23.26
$ Concrete/CY inplace $         250.00 $                250.00
total concrete cost $    38,159.72 $             5,814.81
Drilling piers/day 2 2
drilling rate $/day 3500 3500
cost of drilling $    29,166.67 $           11,666.67
CY/LF cellular 0 6.81
Cost of Cellular/CY 0 45
total cellular cost $                - $           30,645.00
CY/LF soil Backfill 6.81 0
Cost of soil backfill/CY $           10.00 $                  10.00
total soil backfill cost $      6,810.00 $                        -
Total Cost $    91,586.39 $           64,106.48
Total Cost /LF $         915.86 $                641.06
DeepEX

Deep excavation software

Our flagship software program.
Design deep excavations, stepped walls, piles, sheet pile design, non-linear analysis, secant pile walls, slurry walls, AASHTO,  ACI, AISC, Eurocode 2,3,7,8, British BS standards, + DIN! DeepXcav is the software of choice for more than 1200 engineers worldwide.

DeepEX Free trial

DownloadDownload a free trial

E-mail List Signup

Signup to our Email List for the latest information about our products, support and more.

Cellular concrete with a relatively small density exerts a much smaller lateral pressure on the soldier pile wall. The cellular concrete behaves more like a solid mass that has the potential to slide on the existing slope and as a result the overall lateral load on the soldier piles is greatly reduced. Also, the point of application of the additional lateral load is much lower and closer to the initial ground surface which further reduces bending moments on the piles. As a result, the number and size of piles can be reduced and savings are realized.

The soldier pile wall alternatives were analyzed with the DeepXcav software. Please click here to find out...