InLine Engineering Inc.

990 Industrial Road, Suite 202, San Carlos, California (650) 591-2700

Home

Contact Us

About InLine

Services Offered

Structural Design

Field Inspections

Building Evaluations

Peer Review

Project Management

Consulting

Value Engineering

Legal

Residential Design

New Home Developments

Custom Homes

Hillside Homes

Homes with Basements

Townhomes

Apartments

Additions

Remodels

Commercial Design

New Commercial Design

Commercial Remodel

Roof Screens

Civil Structures

Retaining Walls

Screen Walls

Pedestrian Bridges

Water Tanks

Drainage Structures

Tenant Improvements

Store Fronts

Office Remodels

Ceilings

Catwalks

Glass Supports

Awnings

Industrial & Facilities

Elevator Foundations

Signs & Billboards

Pallet Racks & Shelving

Industrial Components

Mechanical Structures

Equipment Bracing

Vehicle Lifts

Electrical Panel Bracing

Evaluation Reports

Due Diligence Studies

Seismic for Buildings

Seismic for Contents

Shoring

Shoring Design

Principal Engineers

Vesna Obradovic, P.E.

Useful Tools

Quantity Tables

Retaining Walls

               InLine has provided design drawings and specifications for all types of retaining walls.  Some of the more common types of retaining walls are discussed below:

·        Cantilever Type Walls are common for wall heights of 10 feet or less and are commonly used for grade separations.  These have a spread footing and the stem portion of the wall are normally made from reinforced concrete or block.

·        Engineered Systems such as Keystone Brand are often selected for aesthetics and economy.  With the installation of geo-grid mesh and proper grading techniques, these walls are commonly used for wall heights exceeding 20 feet.  These types may not be appropriate when wall deflections or soil movement behind the wall can not be tolerated.

·        Pier Walls are similar to the cantilever type but piers are used to support the stem.  This type of wall is common on hill sides since a cantilever wall would require extensive excavation.  The stems are normally made from reinforced concrete or block.  For large walls, pre-cast concrete panels can be used for the stems.

·        Tie-Back Walls are common for wall used to resist land slides and with high earth pressures.  These utilize steel or concrete soldier piles that extend into bedrock that is below the slide plane.  The portion of soldier above the slide plane is anchored into the hill side with tie backs.  The tie-backs consist of reinforcing steel with concrete encasement and extend into the hill a sufficient distance to provide anchorage.  Tie-back lengths are dependant on site soil conditions and typical lengths range from 20-60 feet.