| Literature DB >> 29232874 |
Sowmya Shetty1, Sam L Kahler2, Bill Kahler3.
Abstract
The aim of this review was to identify and analyse all studies related to the effects of alkaline materials used in dentistry on roots of teeth. The first part of the review focused on mechanical property alterations of root dentine due to sodium hypochlorite (SH) used as an irrigant solution based on MeSH (Medical Subject Heading) terms from a previous study by Pascon et al in 2009. The second part reviewed literature on calcium hydroxide (CH), mineral trioxide aggregate (MTA) and other alkaline materials used as root canal dressings or filling materials. Additional MeSH terms used included "compressive strength", "elastic modulus" "flexural strength", "fracture strength" and "fracture resistance". The language filter was English. Of the initial 205 articles identified, 49 were included in this review, of which 29 were on SH, 21 on CH/MTA, and 1 relating to both. Many in vitro studies indicated a strong link between reduced mechanical properties of roots of teeth or radicular dentine treated with SH, and when sealers or root fillings with CH- or MTA-based materials were placed in contact with roots or radicular dentine. Recent literature indicates that the association between reduced mechanical properties and alkaline sealers and/or root-filling materials is not as straightforward as previously assumed, and requires further investigation using more valid experimental models.Entities:
Keywords: alkaline material; endodontic treatment; fracture; mechanical properties; tooth root
Year: 2017 PMID: 29232874 PMCID: PMC5744347 DOI: 10.3390/ma10121412
Source DB: PubMed Journal: Materials (Basel) ISSN: 1996-1944 Impact factor: 3.623
Figure 1Flow diagram indicating the search strategies for the review on alkaline materials and effect on root dentine. Legend: SH—Sodium hypochlorite, CH—Calcium hydroxide, MTA—Mineral Trioxide Aggregate.
Figure 2Flow diagram indicating inclusion criteria for the current review. Legend: SH—Sodium hypochlorite, CH—Calcium hydroxide, MTA—Mineral Trioxide Aggregate.
MeSH search for Dentine OR Root canal dentine AND (Sodium hypochlorite) AND Compressive Strength.
| First Author/Year | NaOCl Irrigating Solution Concentration Used | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Sim 2001 | 0.5% and 5.25% | 2 h | EMT/FST/CLT | Concentration-dependent reduction in compressive strength. |
| Hillesheim 2017 | 1% | 40 min | CLT | Significant reduction in compressive strength with 17% EDTA, 15 NaOCl and 30 days Ca(OH)2. |
| Cecchin 2017 | 6% | 30 min | CLT | NaOCl significantly reduced compressive strength. |
Legend: NaOCl—Sodium hypochlorite; CLT—Compressive load test; FST—Flexural strength test; CyLT—Cyclic load test, EMT—Elastic modulus test.
MeSH search for Dentine OR Root canal dentine AND (Sodium hypochlorite) AND Elastic Modulus.
| First Author/Year | NaOCl Irrigating Solution Concentration Used | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Grigoratos 2001 | 3% and 5% | 2 h | EMT/FST | Reduction in elastic modulus for NaOCl. |
| Sim 2001 | 0.5% and 5.25% | 2 h | EMT/FST/CLT | Reduction in elastic modulus. |
| Marending 2007 | 2.5% | 24 min | EMT/FST | Elastic modulus unaffected. |
| Jungbluth 2011 | 5% | 30 min | EMT/FST | Reduction in elastic modulus. |
| John 2013 | 5% | 36 min | EMT | Reduction in elastic modulus. |
Legend: NaOCl—Sodium hypochlorite; EMT—Elastic modulus test; FST—Flexural strength test; CyLT—Cyclic load test.
MeSH search for Dentine OR Root canal dentine AND (Sodium hypochlorite) AND Flexural strength.
| First Author/Year | NaOCl Irrigating Solution Concentration USED | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Grigoratos 2001 | 3.5% and 5% | 2 h | EMT/FST | Reduction in flexural strength for NaOCl group. |
| Sim 2001 | 0.5% and 5.25% | 2 h | EMT/FST/CLT | Reduction in flexural strength. |
| Mai 2010 | 5.25% | 10 min and 1 h | EMT/FST/TEM | 1 h and not 10 min significantly reduced flexural strength. |
| Zhang 2010 | 1.3% and 5.25% | 10 min to 4 h | FST/FT-IR | Decrease in flexural strength is time- and concentration-dependent. |
| Jungbluth 2011 | 5% | 30 min | EMT/FST | Reduction in flexural strength. |
| Marcelino 2014 | 5.25% | 5–10 min | FST/MH | No effect on flexural strength. |
| Souza 2014 | 2.5% and 5% | 26 min | CLT | Reduction in flexural strength by about 30%. |
| Cullen 2015 | 8.25% | 1 h | EMT/FST | NaOCl did not have a significant effect on flexural strength or modulus. |
| Gu 2017 | 2%, 4%, 6% and 8% | 30 min to 4 h | FST/TEM/FT-IR | Flexural strength reductions were significant for time and concentration effects. |
| Cecchin 2017 | 6% | 30 min | CLT/FTS/UTS | Significant reduction in flexural strength. |
Legend: NaOCl—Sodium hypochlorite; EMT—Elastic modulus test; FST—Flexural strength test; CyLT—Cyclic load test; TEM—Transmission electron microscopy; FT-IR—Fourier transform infrared spectroscopy; MH Microhardness test; UTS—Ultimate tensile strain.
MeSH search for Dentine OR Root canal dentine AND (Sodium hypochlorite) AND Hardness.
| First Author/Year | NaOCl Irrigating Solution Concentration Used | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Slutzky-Goldberg 2002 | 2.5% and 6% | 5, 10 and 20 min | MT (Vickers) | Microhardness decrease was time- and concentration-dependent. |
| Ari 2004 | 2.5% and 5.25% | 15 min | MT (Vickers) | Microhardness significantly decreased. |
| Oliveira 2007 | 1% | 15 min | MT (Vickers) | Microhardness significantly decreased. |
| Sayin 2007 | 2.5% | 5 min | MT (Vickers) | Microhardness reduced. |
| Patil 2011 | 2.5% and 5% | 15 min | MT (Vickers) | Microhardness reduced. |
| Zaparolli 2012 | 1% | 10 min | MT (Knoop) | Microhardness reduced. |
| Garcia 2013 | 1%, 2% and 5% | 15 min | MT (Knoop) | Microhardness reduced. |
| Pascon 2014 | 1% | 30 min | MT (Vickers)/SEM | Microhardness reduced. |
| Aslaantas 2014 | 6% | 5 min | MT (Vickers) | Microhardness significantly reduced. |
| Marcelino 2014 | 5.25% | 5–10 min | MT (Knoop) | Microhardness reduced. |
| Ballal 2015 | 2.5% | 1 min | MT (Knoop) | Microhardness reduced. |
| Saha 2017 | 3% | 15 min | MT (Vickers) | Negligible effect on microhardness. |
Legend: NaOCl—Sodium hypochlorite; MT—Microhardness test; SEM—Scanning electron microscopy.
MeSH search for Dentine OR Root canal dentine AND (Sodium hypochlorite) AND Roughness.
| First Author/Year | NaOCl Irrigating Solution Concentration Used | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Ari 2004 | 2.5% | 15 min | MT (Vickers) | Increased roughness. |
| Hu 2010 | 5.25% | 10 min | AFM | Increased roughness. |
| Patil 2011 | 2.5% and 5% | 15 min | MT | Increased roughness. |
| Tatari 2013 | 2.5% and 5% | 2.5–30 min | MT (Profilometer)/SRT | No effect on roughness. |
| Pascon 2014 | 1% | 30 min | MT/SEM | Small change in roughness. |
| Oliviera 2014 | 1%, 2.5% and 5% | 35 min | CLSM | 5% significantly increased roughness. |
| Ballal 2015 | 2.5% | 1 min | MT/SRT/AFM | Maleic acid increased roughness more than NaOCl. |
| Farshad 2017 | 5.25% | 10 min | AFM | Significantly increased roughness. |
Legend: NaOCl—Sodium hypochlorite; MT—Microhardness test; AFM—Atomic force microscopy; CLSM—Confocal laser scanning microscopy; SEM Scanning electron microscopy; SRT—Surface roughness testing.
MeSH search for Dentine OR Root canal dentine AND (Calcium hydroxide OR mineral trioxide or alkaline material) AND Compressive Strength.
| First Author/Year | Material Used as Dressing or Root Filling | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Sahebi 2010 | Ca(OH)2 | 30 days | CLT | Significant reduction in compressive strength by 14.4% |
| EL-Ma’aita 2014 | White MTA, MTA | 48 h, 1, 6 months | VT | No reduction in resistance to vertical fracture load. |
Legend: Ca(OH)2—Calcium hydroxide, MTA—Mineral Tri oxide Aggregate, CLT—Compressive load test; VT—Vertical fracture.
MeSH search for Dentine OR Root canal dentine AND (Calcium hydroxide OR mineral trioxide or alkaline material) AND Elastic Modulus.
| First Author/Year | Material Used as Dressing or Root Filling | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Grigoratos 2001 | Saturated Ca(OH)2 solution | 2 h | EMT/FST | No reduction for Ca(OH)2; sequential use of both had no additional weakening effect. |
| Kawamoto, R 2008 | Ca(OH)2 paste | 1, 7, 14, 21, 28, 56 and 90 days | EMT | Significant increases in the elastic moduli for 7 days Ca(OH)2 to root dentine and for 1 day to coronal dentine. |
| Marending 2009 | Suspensions of nanometric bioactive glass 45S5; Ca(OH)2 | 1, 10 and 30 days | EMT/FST | No reduction in elastic modulus. |
| Sawyer 2012 | Biodentine, MTA Plus | 24 h, 1, 2, 3 months | FM, FST, MOT | Reduction in modulus of toughness; no significant difference for flexural modulus. |
Legend: Ca(OH)2—Calcium hydroxide, MTA—Mineral Trioxide Aggregate, Elastic modulus test; FST—Flexural strength test; FM—Flexural modulus; MOT—Modulus of toughness.
MeSH search for Dentine OR Root canal dentine AND (Calcium hydroxide OR mineral trioxide or alkaline material) AND Flexural strength.
| First Author/Year | Material Used as Dressing or Root Filling | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Grigoratos 2001 | Saturated Ca(OH)2 solution | 2 h | EMT/FST | Saturated Ca(OH)2 reduced the flexural strength of dentine but not the modulus of elasticity. Sequential use of NaOCl and Ca(OH)2 has no additional weakening effect. |
| Marending 2009 | Suspension nanometric bioactive glass 45S5; Ca(OH)2 | 1, 10 and 30 days | EMT/FST | Reduction in flexural strength in both groups. |
| Sahebi 2012 | Ca(OH)2, MTA and CEM | 30 days | FF | Reduction in flexural force to fracture. |
| Sawyer 2012 | Biodentine, MTA | 24 h, 1, 2& 3 months | FM, FST, MOT | Reduction in flexural strength. |
Legend: Ca(OH)2—Calcium hydroxide, MTA—Mineral Tri oxide Aggregate, CEM—Calcium Enriched Mixture, EMT—Elastic modulus test; FST—Flexural strength test; TEM-Transmission electron microscopy; FF-Flexural force; FM—Flexural modulus; MOT—Modulus of Toughness.
MeSH search for Dentine OR Root canal dentine AND (Calcium hydroxide OR mineral trioxide or alkaline material) AND Fracture strength OR Fracture resistance.
| First Author/Year | Material Used as Dressing or Root Filling | Time | Evaluation Methods | Result |
|---|---|---|---|---|
| Andreasen 2002 | Ca(OH)2 | 14, 30, 60, 90, 180, 270, 360 days | FS | Reduction in fracture strength. |
| Doyon 2005 | Ca(OH)2 | 20 and 180 days | PF | No control; reduction in peak load at fracture. |
| Andreasen 2006 | Ca(OH)2; MTA and combination | 100 days; 70 + 30 days for combination | FS | Reduction in fracture strength when only Ca(OH)2 used. Use of MTA or combination had no effect. |
| Rosenberg 2007 | Ca(OH)2 | 7, 28 and 84 days | MTFS | Reduction in micro tensile fracture strength. |
| Hatibovic’-Kofman 2008 | Ca(OH)2; MTA | 2 weeks, 2 months and 2 years | FS | No reduction in fracture strength at 2 years. |
| Sagsen 2012 | Calcium silicate based sealer | Immediate | FS | No reduction in fracture strength. |
| Batur 2013 | Ca(OH)2 dressing and obturated later | 30, 90, 180, 270, 360, and 540 days. | MTFS | Reduction in micro tensile fracture strength. |
| Zarei 2013 | Ca(OH)2 | 1 week, 1, 3, 6, 12 months | FS | Reduction in fracture strength. |
| Hawkins 2015 | 3 Ca(OH)2 formulations | 1, 3, 6 months | FS | No reduction in fracture strength. |
| Elnaghy 2015 | Biodentine, white MTA | 12 months | FR | No significant difference between experimental groups, but positive control had highest resistance to fracture. |
| Valera 2015 | Ca(OH)2 | 15, 60, 90, 180, and 360 days | FR | Reduction in fracture resistance with NaOCl irrigation groups. |
| Evren 2016 | MTA, Biodentine, and CEM | 1 week | FS | No reduction in fracture strength. |
| Karapinar-Kazandag et al. 2016 | MTA compared to flowable and hybrid composite for reinforcing effect | 30 days; control only for 1 week | FR | Significant difference between immature unfilled, instrumented roots and mature root segments. |
| Aksel 2017 | MTA with 3 vehicles | Immediate | FR | No reduction in fracture resistance with MTA groups compared to control. |
| Kahler 2017 In press | 3 Ca(OH)2 formulations | 0, 3, 6, 9 months | FS | No reduction in fracture strength compared to saline controls over 9 months. |
Legend: Ca(OH)2—Calcium hydroxide, MTA—Mineral Tri oxide Aggregate, CEM—Calcium Enriched Mixture, FS—Fracture strength; FR—Fracture resistance; CyLT—Cyclic load test; PF—Peak load at fracture; MTFS—Micro tensile fracture strength.