Performance of Wick Drains Installed by Vibration
Settlement and piezometer data from construction of fills on Route I-291 in South Windsor, CT is analyzed for total settlement and coefficient of consolidation. The results are compared...
Soil Improvement to Mitigate Settlements under Existing Structures
Settlements of sites with existing structures are more difficult to mitigate than those of sites without structures. Equipment access, work area, noise, dust, vibrations, and cost are...
Vacuum-Assisted Consolidation of a Hydraulic Landfill
As part of the Pier 300 42-acre site ground modification project, a field test of vacuum-assisted preconsolidation of hydraulic fill was studied. The objective of the test was to assess...
The Role of Shale Pores in Settlement
Waste fills resulting from the mining of coal in Appalachia should ideally consist of large, free-draining sedimentary rock fragments. The successful performance of these embankments is...
Settlement of Compacted Fills Caused by Wetting
Post-construction wetting of fills can cause swell or compression, depending on soil composition and stress conditions just before wetting. The various factors affecting swell/compression...
Case History of a Collapsible Soil Fill
Collapse settlement of a deep compacted fill led to damage of a group of condominium units. The fill consisted of a highly heterogeneous mixture of coarse- to fine-grained soil containing...
Banking on a Bridge
Completing the geotechnical design for the approach embankments and foundations for the Charter Oak Bridge, which crosses the Connecticut River between Hartford and East Hartford, Conn.,...
Expert System for the Preloading Method of Ground Improvement
Design practice of the preloading method, which is one of the ground improvement techniques, applied for the hydraulic fill area includes quite complicated problems, especially when draining...
Project Performance: Ocean City, Maryland Beach Nourishment
Detailed monitoring of the performance of a two-phase beach nourishment project has provided valuable information on beach fill behavior and long-term response of a beach fill to prevailing...
Performance of Beach Nourishment at Hilton Head Island, South Carolina
Between May and August, 1990, approximately 2.34 million cubic yards of sand were placed along 35,000 feet of the Atlantic shoreline of Hilton Head Island, South Carolina. The project...
Beach Fill Performance at the Lido Beach, Florida, Groin
Lido Beach on the Gulf of Mexico in Sarasota, Florida traditionally has been used as a placement area for sand dredged from the adjacent New Pass federal navigation project. At the end...
Optimization of Beach Fill Transitions
Accentuated erosion or end loss by excessive longshores and transport occurring at abrupt lateral terminations of beach fills can compromise a fill's shore-protection functioning and longevity....
Revere Beach and Point of Pines, Massachusetts, Shore Front Study
This paper describes a study conducted by the Coastal Engineering Research Center (CERC) to determine the degree of storm protection provided by an existing coarse beach fill at Revere...
Simulation of Beach Fill Response to Multiple Storms, Ocean City, Maryland
The beach fill project constructed over 1988-1991 at Ocean City, Maryland, includes nearshore wave and water-level measurements and high-accuracy beach profile sea-sled surveys performed...
Beach Morphology Analysis Package (BMAP)
This paper describes a newly developed personal computer software analysis package called BMAP, which stands for 'Beach Morphology Analysis Package.' The BMAP is an integrated set of beach...
The Profile Volume Approach to Beach Nourishment
The purpose of this paper is to outline a design approach to beach nourishment that emphasizes profile volumes. The advantages and disadvantages of the method are discussed and related...
Testing Outlet Works Gates and Valves at USBR Dams Under Unbalanced-Head Conditions: Tieton Dam Unbalanced-Head Gate Test
The Tieton Dam outlet works installation geometry is the most common type used in U.S. Bureau of Reclamation (USBR) earthfill dams. An emergency guard gate is located in a gate chamber...
Use of CLSM Fly Ash Slurry for Underground Facilities
This paper presents the results of research performed in developing and using flowable fly ash slurry which falls under the classification of Controlled Low Strength Material (CLSM) as...
Reclaiming Clear-Cut Land
The Savannah (Ga.) Airport Commission needed to expand the city's international airport to meet projected needs through 2007. The expansion was designed with Greiner, Inc.,...
Experience with Beach Fill Equilibration and Recommended Design Guidelines
Well documented engineering procedures suitable for determining design berm dimensions subsequent to profile equilibration appear to be lacking. Failure to properly account for cross-shore...
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