1 Pixel 1 Pixel 1 Pixel
NC State University
Dr. Debra Laefer
1 Pixel
HOME Research Interests Projects Background Publications Courses Students E-mail
1 Pixel
Menu 1 Pixel Arrow
1 Pixel

Current Projects

Past Projects

Visits to Similar Projects

2 Pixels

1 Pixel
Contact 1 Pixel Arrow
1 Pixel

Dr. Debra F. Laefer
Department of Civil Engineering
North Carolina State University
Campus Box 7908
Raleigh, NC 27695-7908
(919) 515-7631
dflaefer@unity.ncsu.edu

2 Pixels

1 Pixel
Current Projects

Back to Current Projects


The Impact of Clay on Early Jet Grouting Strengths

Current students: Derrick Williams, master's candidate
Premise
Despite studies showing that the presence of clay in structural grout mixes can significantly decrease compressive strength the impact of clay seams on the strength in jet grouted columns has yet to be quantified. A substantial loss of strength may have important implications as to the safe scheduling of excavations when jet grouting is used for retaining walls and underpinning.

Goals

  1. Consider loss of compressive strength with increasing presence of clay in jet grouted mixes.
  2. Document the rate of strength gain in comparison to mixes without any clay.

Jet Grouting Configurations

Fig. 1. Jet Grouting Configurations of Single-, Double- and Triple-Rod Systems (Laefer, 1994)
more images

Method

  1. Cast 3" diameter cylinder of bench prepared mixes that emulate jet grouted samples in water/cement, cement/aggregate, and solid/liquid ratios reflective of industry performance.
  2. Introduce varying level of bentonite and test samples at days one through 7.

Sponsor
Federal Work-study

affiliated papers [pdf]
  • affiliated site
  • affiliated site
  • affiliated site
  • Schematic of Jet Grouting

    Fig. 2. Schematic of Jet Grouting Used Simultaneously as Underpinning and a Retention Wall (Laefer, 1994)

    Gradation Based Applicability

    Fig. 3. Gradation Based Applicability

    1 Pixel